HomeMy WebLinkAboutValley Commons Lot 7SCALE: AS NOTED
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HUFFINE LNS. FERGUSON AVEVALLEY COMMONS DR
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AERIAL MAP LOCATION
SCALE: NTS
FINAL SITE PLAN
AS-BUILT PLAN SET
INDEX
C2 SEWER MAIN & SERVICE IMPROVEMENTS
C3 - C5 WATER MAIN & SERVICE IMPROVEMENTS
C6 STORM DRAIN MAIN & SERVICE IMPROVEMENTS
Project Datum = COB FH
VALLEY COMMONS DRIVE
BUILDING PAD A BUILDING PAD B
BUILDING PAD C BUILDING PAD D
EX. PA
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US HIGHWAY 191 (HUFFINE LN R/W)
LOT 7 - VALLEY COMMONS BUSINESS PARK PUD 87654321BYDATEDESCRIPTIONN0CHECKED BY:
DRAWN BY:BJS
ISSUE DATE
PROJECT No.
2/1/16
14-09
ElevationStation
4812
4813
4814
4815
4816
4817
4818
4819
4820
4821
4822
4823
4824
4825
-0+10 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00
-0+100+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+004822.784822.784822.794822.884823.304823.504823.754824.024824.104824.534824.474824.784824.844824.584825.234824.824825.594825.11SSMH #2 - TERMINAL
END MANHOLE
STA:2+11.10
INVERT OUT = 4815.70'
NEW RIM ELEV = 4825.40'
SSMH #1 (CUT-IN)
STA:0+00.00
INVERT IN ELEV = 4812.97'
EX INV IN = 4813.01'
EX INV OUT = 4812.86'
RIM ELEV = 4822.69'
1" WTR SVC
STA:1+70.61
ELEV:4818.25
STA:2+03.04
4" SS SWR SVC
WYE BRANCH (8"x8"x4")
STUB SS SVC 51'
INV IN STUB ELEV = 4816.87''
8" SS MAIN
STA:1+70.61
ELEV:4815.90
STA:2+07.04
4" SS SWR SVC
WYE BRANCH (8"x8"x4")
STUB SS SVC 27'
INV IN STUB ELEV = 4816.43'
STA:1+00.00
4" SS SWR SVC
WYE BRANCH (8"x8"x4")
STUB SS SVC 51'
INV IN STUB ELEV = 4815.53'
EX SS MH RIM
STA:0+00.00
EX ELEV = 4822.69
4812
4813
4814
4815
4816
4817
4818
4819
4820
4821
4822
4823
4824
4825
SCALE: AS NOTED
SHEET
2
OF
6
2.34
8" PVC SANIT
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2
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7
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2
9
%
EXISTING GRADE
FINISHED GRADE
SANITARY SEWER MAIN PLAN
SCALE: 1" = 20'VALLEY COMMONS DRIVEProject Datum = COB FH
SANITARY SEWER MAIN PROFILE
SCALE: 1" = 20'US 191 (HUFFINE LN)APPROX 9.5' BURY
31'' UTILITY
EASEMENT
20'' UTILITY
EASEMENT
NEW UTILITY EASEMENT LINES
NEW UTILITY EASEMENT LINES4" FIRE SVC STUB REMOVED
AT MAIN AND ABANDONED
IN PLACE
EX 2" WTR SVC TO BE UTILIZED
EX 6" SS SVC TO BE UTILIZED
20' UTILITY
EASEMENT 87654321BYDATEDESCRIPTIONN0CHECKED BY:
DRAWN BY:BJS
ISSUE DATE
PROJECT No.
2/1/16
14-09
Elevation4811
4812
4813
4814
4815
4816
4817
4818
4819
4820
4821
4822
4823
4824
4825
-0+10 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75
-0+10 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+754821.414821.264821.564821.064822.354822.324822.684822.704823.454823.184824.264824.004824.824823.674824.834823.626x6 SST TAPPING ASSEMBLY
WITH INTEGRAL 6" (FL x MJ)
GATE VALVE, BOX
& TOP W/ THRUST BLOCK
STA:0+00.00
RIM ELEV = 4821.27'
TOP OF PIPE ELEV = 4815.38'
6x8 ECCENTRIC
INCREASER (MJ x MJ)
W/ MEGA LUGS
STA:0+02.58
ELEV = 4815.39'
+25,=217$/%(1'
MJ x MJ W/ MEGA LUG
STA:1+52.67
TOP OF PIPE ELEV = 4816.69
STA:0+21.33
BOTTOM OF
EX RCP ELEV = 4817.92
STA:1+58.70
TOP OF NEW
8" WTR MAIN = 4816.75
STA:0+12.13
BOTTOM OF
EX RCP ELEV = 4817.94
STA:1+09.51
BOTTOM OF NEW
A-2000 ELEV = 4820.01
STA:1+58.70
BOTTOM OF NEW
12" A-2000 STORM SEWER
ELEV = 4820.44
+25,=217$/%(1'
MJ x MJ W/ MEGA LUG
STA:1+34.71
TOP OF PIPE ELEV = 4816.52
STA:1+09.51
TOP OF NEW
8" WTR MAIN = 4816.28
STA:0+21.33
TOP OF NEW
8" WTR MAIN = 4815.42
STA:0+12.13
TOP OF NEW
8" WTR MAIN = 4815.41
STA:0+11.12
BOTTOM OF NEW
8" WTR MAIN = 4814.65
+25,=217$/%(1'
(MJ x MJ) W/ MEGA LUGS
STA:0+14.27
TOP OF PIPE ELEV = 4815.41
STA:0+11.12
TOP OF EXISTING
8" SS MAIN = 4811.99
STA:0+01.20
RIM ELEV = 4821.27
STA:0+94.63
TOP OF NEW
8" WTR MAIN = 4816.13
STA:0+94.63
BOTTOM OF
RCP STUB ELEV = 4819.85
4811
4812
4813
4814
4815
4816
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4818
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4824
4825
G:\K3 Projects\2014\14-09 Lot 7 Valley Commons\Drawing\Valley Commons Site Plan As Built.dwgSCALE: AS NOTED
SHEET
3
OF
2.54
2.50
2.66'
MAINTAIN MIN
1.5' SEPARATION
3.73
3.70
EXISTING GRADE
FINISHED GRADE
MAINTAIN
MIN 6.5'
COVER MATCH LINE SEE SHEET NO.48" (CLASS 51) DIP
1
1
0
L
F
8" (CLASS 51) DIP
Project Datum = COB FH
WATER MAIN
PLAN SHEET 1
SCALE: 1" = 10'
WATER MAIN
PROFILE SHEET 1
SCALE: 1" = 10'
NEW
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NEW UTILITY EASEMENT LINES
EX UTILITY EASEMENT
87654321BYDATEDESCRIPTIONN0CHECKED BY:
DRAWN BY:BJS
6
ISSUE DATE
PROJECT No.
2/1/16
14-09
Station
1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00
+25,=217$/%(1'
MJ x MJ W/ MEGA LUG
STA:1+52.67
TOP OF PIPE ELEV = 4816.69
STA:1+58.70
TOP OF NEW
8" WTR MAIN = 4816.75
STA:1+09.51
BOTTOM OF NEW
A-2000 ELEV = 4820.01
STA:1+58.70
BOTTOM OF NEW
12" A-2000 STORM SEWER
ELEV = 4820.44
+25,=217$/%(1'
MJ x MJ W/ MEGA LUG
STA:1+34.71
TOP OF PIPE ELEV = 4816.52
STA:1+09.51
TOP OF NEW
8" WTR MAIN = 4816.28
INSTALL 1" SVC LINE
STA:2+11.32 STUB 35.5'
RIM ELEV = 4824.95'
TOP OF PIPE ELEV = 4817.26
INSTALL TOP SECTION
OF VALVE BOX & ADJUST
TO FINISH GRADE
INSTALL 1" SVC LINE
STA:2+16.73 STUB 35'
RIM ELEV = 4824.50'
TOP OF PIPE ELEV = 4817.31
INSTALL TOP SECTION
OF VALVE BOX & ADJUST
TO FINISH GRADE INSTALL 1" SVC LINE
STA:2+83.37 STUB 62'
RIM ELEV = 4826.52'
TOP OF PIPE ELEV = 4817.70
INSTALL TOP SECTION
OF VALVE BOX & ADJUST
TO FINISH GRADE
+25,=217$/%(1'
MJ x MJ W/ MEGA LUG
STA:2+70.31
TOP OF PIPE ELEV = 4817.73
+25,=217$/%(1'
MJ x MJ W/ MEGA LUG
STA:2+96.43
TOP OF PIPE ELEV = 4817.68
STANDARD COB FIRE HYDRANT ASSEMBLY
8x8x6 TEE AND THRUST BLOCK WITH
INTEGRAL GATE VALVE
AND BOX (MJ x FL W/ MEGA LUG)
STA:2+61.25 BURY LINE ELEV = 4825.00'
WITH MUELLER HYDRANT
DEFENDER DEVICE
TOP OF PIPE ELEV = 4817.74'
AS BUILT ARROW BOLT ELEV = 4827.20'
4815
4816
4817
4818
4819
4820
4821
4822
4823
4824
4825
Elevation4815
4816
4817
4818
4819
4820
4821
4822
4823
4824
4825
1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+004824.264824.004824.824823.674824.834823.624824.854823.874824.924824.114824.984824.354824.904824.494824.554824.59G:\K3 Projects\2014\14-09 Lot 7 Valley Commons\Drawing\Valley Commons Site Plan As Built.dwgSCALE: AS NOTED
SHEET
4
OF
3.70
1" WATER SERVICE AND
SEWER MAIN CROSSING'
STA: 2+83.04
TOP OF SEWER MAIN = 4815.91'
BOTTOM OF 1" WATER SVC = 4818.25'
EXISTING GRADE
FINISHED GRADE
MAINTAIN
MIN 6.5'
COVER
17 LF 6" DIA
HYDRANT LEAD PIPE
MATCH LINE SEE SHEET NO.3MATCH LINE SEE SHEET NO.58" (CLASS 51) DIP 18
8
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8" (CLASS 51) DIP
N
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Project Datum = COB FH
WATER MAIN
PLAN SHEET 1
SCALE: 1" = 10'
WATER MAIN
PROFILE SHEET 1
SCALE: 1" = 10'
NEW UTILITY EASEMENT LINES
NEW UTILITY EASEMENT LINES
COB STANDARD
CURB BOX (TYP)
COB STANDARD
CURB BOX (TYP)COB STANDARD
CURB BOX (TYP)
FIRE HYDRANT AT HIGH
POINT TO SERVE AS
AIR RELIEF VALVE
AS BUILT AB ELEV = 4827.20'87654321BYDATEDESCRIPTIONN0CHECKED BY:
DRAWN BY:BJS
6
ISSUE DATE
PROJECT No.
2/1/16
14-09
2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50
2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+504824.904824.494824.554824.594824.154824.364823.814823.934823.454823.434822.924823.054822.434822.43INSTALL 1" SVC LINE
STA:2+83.37 STUB 62'
RIM ELEV = 4826.52'
TOP OF PIPE ELEV = 4817.70
INSTALL TOP SECTION
OF VALVE BOX & ADJUST
TO FINISH GRADE
+25,=217$/%(1'
MJ x MJ W/ MEGA LUG
STA:2+70.31
TOP OF PIPE ELEV = 4817.73
+25,=217$/%(1'
MJ x MJ W/ MEGA LUG
STA:2+96.43
TOP OF PIPE ELEV = 4817.68
STANDARD COB FIRE HYDRANT ASSEMBLY
AND 8x8x6 TEE WITH INTEGRAL GATE VALVE
AND BOX (MJ x FL W/ MEGA LUG)
STA:4+19.38 BURY LINE ELEV = 4822.56'
WITH MUELLER HYDRANT
DEFENDER DEVICE
TOP OF PIPE ELEV = 4816.45'
AS BUILT ARROW BOLT ELEV = 4824.80'
ECCENTRIC
6X8 INCREASER
MJ x MJ W/ MEGA LUGS
STA:4+24.22
ELEV = 4816.43'
INTEGRAL GATE VALVE AND
BOXWITH THRUST BLOCK
STA:4+27.22
TOP OF PIPE ELEV = 4816.42
STA:4+37.47
BOTTOM OF EXISTING
8" WTR MAIN = 4815.47
STA:4+37.47
TOP OF EXISTING
8" SS MAIN = 4813.40
STA:3+37.46
TOP OF NEW
4" SS SVC = 4815.05
STA:3+37.46
BOTTOM OF NEW
8" WTR MAIN = 4816.85
STA:4+27.22
RIM ELEV = 4822.47
4811
4812
4813
4814
4815
4816
4817
4818
4819
4820
4821
4822
4823
4824
4825
Elevation4811
4812
4813
4814
4815
4816
4817
4818
4819
4820
4821
4822
4823
4824
4825
G:\K3 Projects\2014\14-09 Lot 7 Valley Commons\Drawing\Valley Commons Site Plan As Built.dwgSCALE: AS NOTED
SHEET
5
OF
2.08
1.80' SEPARATION
EXISTING GRADE
FINISHED GRADE
MAINTAIN
MIN 6.5'
COVER
MATCH LINE SEE SHEET NO.4MATCH LINE SEE SHEET NO.48" (CLASS 51) DIP 124LF
17 LF 6" DIA
HYDRANT LEAD PIPE
8" (CLASS 51) DIP
Project Datum = COB FH
EXIS
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(CL
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D
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WATER MAIN
PLAN SHEET 1
SCALE: 1" = 10'
WATER MAIN
PROFILE SHEET 1
SCALE: 1" = 10'
AS BUILT ARROW BOLT ELEV = 4824.80'
NEW
CUT-IN
SSMH #1 VALLEY COMMONS DR.NEW UTILITY EASEMENT LINES
NEW UTILITY EASEMENT LINES
NOTE:ANY EXISTING WATER
SERVICE STUBS SERVICING
THE LOTS SHALL BE
UTILIZED OR PROPERLY
ABANDONED AT THE MAIN
AT THE TIME OF
DEVELOPMENT. SEE
SHEET 2 OF 8 FOR
LOCATION OF FIRE SVC
LINE TO BE REMOVED PER
C.O.B. PROVISIONS DATED
9-12-2015 87654321BYDATEDESCRIPTIONN0CHECKED BY:
DRAWN BY:BJS
6
ISSUE DATE
PROJECT No.
2/1/16
14-09
AS BUILT ARROW BOLT ELEV = 4824.80'
ElevationStation
4814
4815
4816
4817
4818
4819
4820
4821
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4823
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4825
4814
4815
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4825
-0+10 0+00 0+25 0+50 0+75 1+00 1+10
-0+10 0+00 0+25 0+50 0+75 1+00 1+104823.324823.324823.924823.924824.664824.664825.214825.21EX STS MH (5' - ID)
MONOLITHIC TYPE
STA:0+02.50
INV IN ELEV = 4820.04'
INV OUT ELEV = 4819.92'
STA:0+15.13
BOTTOM OF NEW 12" A-2000 PVC
ELEV = 4820.06
STA:0+15.13
TOP OF NEW 8" WATER MAIN
ELEV = 4816.29
STA:0+59.44
BOTTOM OF NEW 12" RCP
ELEV = 4820.52
STA:0+59.44
TOP OF NEW 8" WATER MAIN
ELEV = 4816.74
48" DIA STANDARD
COB REINFORCED CONCRETE
STORM DRAIN INLET CATCH BASIN
WITH CURB CAST
INLET FRAME AND GRATE
STA:0+46.12
INV OUT ELEV = 4820.59'
INV IN ELEV = 4820.77'
MIN 9" SUMP
48" DIA STANDARD
COB REINFORCED CONCRETE
STORM DRAIN
INLET CATCH BASIN
WITH CURB CAST
INLET FRAME AND GRATE
STA:0+73.95
INV OUT ELEV = 4821.06'
INV IN ELEV = 4821.08'
MIN 9" SUMP
24" x 36" STANDARD
COB REINFORCED CONCRETE
STORM DRAIN
INLET CATCH BASIN
WITH CURB CAST
INLET FRAME AND GRATE
STA:0+84.44
INV OUT ELEV = 4821.22'
MIN 9" SUMP
STA:0+00.00
EX RIM ELEV = 4823.32'
STA:0+45.87
FINISHED INLET
ELEV = 4823.23'
STA:0+74.20
FINISHED INLET
ELEV = 4823.36'
STA:0+84.44
FINISHED INLET
ELEV = 4823.94'G:\K3 Projects\2014\14-09 Lot 7 Valley Commons\Drawing\Valley Commons Site Plan As Built.dwgSCALE: AS NOTED
SHEET
6
OF
3.78' SEPARATION
3.77' SEPARATION
EXISTING GRADE
FINISHED GRADE
12" A-2000 PVC STOR
M
SEWER PIPE 42.1 LF
@
1
.
0
%
12" A-2000 PVC
STORM SEWER PIPE
24.2LF @ 1.0%12" A-2000 PVCSTORM SEWER PIPE7.9LF @ 1.0%Project Datum = COB FH
STORM SEWER PLAN
SCALE: 1" = 10'
STORM SEWER PROFILE
SCALE: 1" = 10'
2" DIA DEAD ENDED
STORM WATER STUB REMOVED
MH OPENING GROUTED
EXISTING 15" RCP
EXISTING 15" RCP
TO CASEY'S CORNER STORM WATER
DETENTION BASIN
EXISTI
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INLET PIPEINST
A
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A-
2
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2.
1
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NEW UTILITY EASEMENT LINES
EX UTILITY EASEMENT LINES
0.75'
0.75'87654321BYDATEDESCRIPTIONN0CHECKED BY:
DRAWN BY:BJS
0.75'
6
ISSUE DATE
PROJECT No.
2/1/16
14-09