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EXISTING 12" WATER
U4
ADJUSTED
EXISTING MH TO BE
VERIFY AND PROTECT
EXISTING LIGHT TOWER
STORMWATER DETENTION POND CONTOURS (TYP)
MH TO MATCH EXISTING PIPE SLOPE
EXTEND 36" STORM SEWER 129' TO PROPOSED
SEWER
EXISTING 36" STORM
CUT LIMIT
W W
MHMHMHMH
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DATE
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SHEET NO.File:12:10:54 PMDate:8/21/2018Time:Pen table:Plot driver:BNSF_Railway_pdf_half.pltcfgBNSF_Railway_Color.tblCOMPANY.
AGREEMENTS WITH BNSF RAILWAY
NOT PROVIDED FOR IN
NOT BE USED FOR ANY PURPOSE
HELD CONFIDENTIAL AND SHALL
RAILWAY COMPANY AND SHALL BE
REMAIN THE PROPERTY OF BNSF
FURNISHED HEREWITH SHALL
CATIONS, AND/OR INFORMATION
ALL PLANS, DRAWINGS SPECIFI-
INFORMATION CONFIDENTIAL
OF
SM
PROJECT NO.User:Schro01204I:\12jobs\12R0048\CAD\Rail\Sheet\C-02-3001-Grading_PhaseII.dgnREV DATE DESCRIPTION BY APPSUB
3/13/2018
BNSF RAILWAY
ORILLIA AUTOMOTIVE FACILITY EXPANSION
GLACIER PARK, WA
GRADING AND UTILITY PLAN
8/17/18
8/21/18
SHIFT S. POND, REMOVE STR., RELO. (P) WATER LINE AND HYDRANTS (WCD 2, 3)
ADD WATERLINE INSTALL NOTES TO PLANS PER CITY REQUEST
PWB
PWB
MGQ
LJS
AS SHOWN
OF 56
12R0048
C-3001
12
100% PLANS
LES
LJS
LJS
C-3002MATCH LINE SHEET
0 100'
GRAPHIC SCALE:1" = 100'
50'25'50'
U2
U5
U6
U7
U8
U9
U11
U14U15
U17
MH
U13
EXISTING FIRE HYDRANT
EXISTING EDGE OF PAVEMENT
LINE
EXISTING 12" WATER
EXISTING LIGHT TOWER
EXISTING FIRE HYDRANT
SEE NOTE 9
PROPOSED 1004' LENGTH ACCESS ROAD FILLEXISTING BNSF ROW
STORM SEWER
EXISTING 36"
SYSTEM ALONG NORTH FENCE
EXISTING SPRINKLER
REMOVE & CAP END OF
131'
SEE NOTE 8
FROM TOP EDGE OF POND
LINE TO NEW HYDRANT, 10'
INSTALL 446' OF 8" WATER
1
U3
10.00'
1
1
1
1
FILL TO EXISTING AND PROPOSED CASING PER WCD 5.
TO MEET BNSF UTILITY ACCOMODATION POLICY. ADD SAND
EXTEND EXISTING 26" CASING 29 LF
REMOVAL OF CLEANING POLYPIG
RENTON STANDARD PLAN NO 300.6 FOR
8"x8" VERTICAL CROSS (MJxFL) PER
SEE NOTES 7 & 8
MIN. FROM NEW FENCE,
BEHIND GUARD RAIL, 5'
INSTALL NEW HYDRANT 3'
CONCRETE BLOCK.
VALVE (FLxMJ),
(MJxFL), 6" TAPPING
12"x6" TAPPING TEE
1
2
2
2
CONCRETE BLOCK.
VALVE (FLxMJ),
(MJxFL), 8" TAPPING
12"x8" TAPPING TEE
2
EXISTING VALVES PER CITY STANDARD PLAN NO. 300.1
STANDARD VALVE BOX SHALL BE INSTALLED ON THE
MANHOLE SHALL BE FILLED WITH CRUSHED ROCKS AND A
REMOVED BY CITY FORCES. THE BOTTOM SECTION OF THE
LINE ON THE SIDE OF THE EXISTING VALVES SHALL BE
SHALL BE REMOVED. THE EXISTING 3/4" COPPER BY-PASS
GRADE, THEN THE TOP CONE-SECTION OF THE MANHOLES
VALVES CANNOT BE LOWERED TO MATCH THE NEW FINISHED
IF COVERS OF THE EXISTING MANHOLES FOR THE 12" GATE 10.
ROAD SHALL BE CONSTRUCTED ON EXISTING GRADE
SEE DRAWING C-4005 FOR ACCESS ROAD DETAILS. ACCESS 9.
DONE BY A CITY APPROVED WET-TAP CONTRACTOR
WATER STANDARD PLAN 310.1. WET-TAPPING SHALL BE
CONNECTIONS SHALL CONFORM TO THE CITY OF RENTON
INSTALLATION AND REMOVAL OF HYDRANTS AND WATERLINE 8.
RIM ELEVATIONS
SEE CONSTRUCTION POINT DRAWING C-0001 FOR UTILITY 7.
MANHOLE DETAILS
SEE DRAWINGS H-1003 - H-1004 FOR SIPHON PIPE AND 6.
SEE DRAWING G-0004 FOR YARD TYPICAL SECTION5.
DETENTION POND GRADING DETAILS
SEE DRAWINGS H-1001 - H-0003 FOR STORMWATER 4.
SEE DRAWING C-4004 FOR PAVEMENT SECTIONS3.
HORIZONTAL EDGE OF PAVEMENT GRADING LIMITS
SEE DRAWINGS C-0002 & C-4001 - C-4003 FOR 2.
SEE DRAWING C-0001 FOR UTILITY COORDINATES1.
NOTES:
2
25' MIN. FROM NEW FENCE, SEE NOTE 7 & 8
INSTALL NEW HYDRANT 3' BEHIND GUARD RAIL,
BLOCK.
8"x6" TEE (MJxFL), 6' G.V. (FLxMJ), CONC.
8" WATER CROSSING
WITH 48" SD AT NEW
VERIFY CONFLICT
N18 18 18 18 18 18 18 18 18 19 19 19 19 19 19 19 19 19 19 20 20 20 20 20 20 20 20 20 20 20 20 21 21 21 21 21 21 21 21 21 21 21 21 21 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22
22 22 22 2
2 22 22 22 22 22 2
2
2
2
22 22 22 22 22 22 22 22 22 22 22 22 22 U12 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 24 24 24 24 U1
EXISTING WATER VALVE x 2
LINE
EXISTING 48" STORM
SEE NOTE 6
PROPOSED SIPHON PIPE AND NEW MH
EXISTING WATER VALVE x 2
TO BE ADJUSTED, SEE NOTE 7 & 8
2
7 , 8 & 10
TO BE ADJUSTED, SEE NOTE
WATER UTILITY
Abdoul Gafour 08/31/2018
W-402401WTR-274024BNSF AUTO UNLOADINGC18004904
REV DATE DESCRIPTION BY APP
DRAWN BY
DESIGNED BY
CHECKED BY
APPROVED BY
DATE
SUB
DRAWING NO.
REVISION
SCALE
SHEET NO.File:12:10:55 PMDate:8/21/2018Time:Pen table:Plot driver:BNSF_Railway_pdf_half.pltcfgBNSF_Railway_Color.tblCOMPANY.
AGREEMENTS WITH BNSF RAILWAY
NOT PROVIDED FOR IN
NOT BE USED FOR ANY PURPOSE
HELD CONFIDENTIAL AND SHALL
RAILWAY COMPANY AND SHALL BE
REMAIN THE PROPERTY OF BNSF
FURNISHED HEREWITH SHALL
CATIONS, AND/OR INFORMATION
ALL PLANS, DRAWINGS SPECIFI-
INFORMATION CONFIDENTIAL
OF
SM
PROJECT NO.User:Schro01204I:\12jobs\12R0048\CAD\Rail\Sheet\P-02-1001-Pond.dgnREV DATE DESCRIPTION BY APPSUB
3/13/2018
BNSF RAILWAY
ORILLIA AUTOMOTIVE FACILITY EXPANSION
GLACIER PARK, WA
STORMWATER DETENTION POND PLAN
1
2
8/17/18
8/21/18
REMOVE S. OVERFLOW, ADJ. FENCE LOCATION, POND SHIFT (WCD 2, 4)
ADDED NOTE PER CITY REQUEST
PWB
PWB
MGQ
LJS
AS SHOWN
OF 56
12R0048
H-1001
15
100% PLANS
LES
LJS
LJS 18 18 19 19 19 20 20 20 21 21 21
21 21 21 21 21 21 21 21 21 21 22 22 22 22
22 22 22 22 22 22 22
22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22
22 22 22 22 22 22 22 22 22 22 22 23 23 23 23 23 23 2 3
2
3 23 2
3 23 23 23 23 23 23
23
23 23 23 23 23 23 23 23 23 23 23 23 24 24 24
24 24 24 2
5 25 WWWWMHMHMHMHMHMHN0 100'
GRAPHIC SCALE:1" = 100'
50'25'50'
H-1003
B
H-1003
C
H-1003
A
H-1002MATCH LINE SHEETH-1004
D
H9
H10
H11
H12
H16
H15
H14
H13
H17
H18
H19 H20
H21
H22
H23
H24
H25
H27
H28
H26
H31
H29
H30
H32
JUNCTION BOX
H73
H75
H76
H74
H79
H77
H78
H80
H81
H83H87
H85
H86
H88
H89
H91
H92
H90
H96
H93
H94
H95
H38
H37
H54
H55
H56
H39
H57
H58
H59
H40H52
H67
H66
H65
H64
H63
H62
H61
H60
H69
H70
H51
H44
H43
H42
H36
H35
H41
H34
H33
H46
H47
H48
H49
H50
H72
ACCESS RAMPACCESS RAMP
CUT/FILL LIMIT
R = 23'
R = 20'
R = 23'
R = 28'R = 28'
R = 23'
R = 23'
R = 24'
R = 4'
R = 4'
R = 4'
R = 4'
EXISTING 48" RCP
EXISTING 48" RCP
H84
H82
COORDINATES
SEE DRAWINGS C-3001 FOR STORMWATER STRUCTURE LOCATION 2.
DETENTION POND SECTIONS AND DETAILS
SEE DRAWINGS H-1003, H-1004, AND H-1005 FOR STORMWATER 1.
NOTES:
0 20'
DETAIL GRAPHIC SCALE:1" = 20'
10'5'10'
SEE DETAIL SHEET H-1005
CONTROL STRUCTURE
SEE DETAIL SHEET H-1005
OIL/WATER SEPARATOR
SEE DETAIL SHEET H-1005
OVERFLOW STRUCTURE
DETAILH-1001
F
H-1001
F
EXISTING 36" RCP
H2
R = 23'
H6
H1
H2H4
H3
H7
H123
H8
H125
H126
H127
H5
H122
H121
R = 23'
H124
CUT LINE CUT LINE
FILL LINE
H-1004
E
48" RCP
EXISTING STORM
CULVERT
EQUALIZATION
30" CPE
EXISTING 12" WATER MAIN
EXISTING 12" WATER MAIN
EXISTING 12" WATER MAIN
1
1
BEHIND PROPOSED NEW FIRE HYDRANT
ACCOMODATE FENCE BUMP OUT 6'
FIELD ADJUST POND GRADING TO
BEHIND PROPOSED NEW FIRE HYDRANT
ACCOMODATE FENCE BUMP OUT 6'
FIELD ADJUST POND GRADING TO
BEHIND PROPOSED NEW FIRE HYDRANT
ACCOMODATE FENCE BUMP OUT 6'
FIELD ADJUST POND GRADING TO
1
1
1 STORM SEWER
EXISTING 48"
1
ACCESS FOR MAINTENANCE
12" WATER MAIN FOR
SOUTH SIDE OF EXISTING
PROVIDE 7' WIDE PAD ON
2
WATER UTILITY
Abdoul Gafour 08/31/2018 W-402402WTR-274024BNSF AUTO UNLOADINGC18004904
REV DATE DESCRIPTION BY APP
DRAWN BY
DESIGNED BY
CHECKED BY
APPROVED BY
DATE
SUB
DRAWING NO.
REVISION
SCALE
SHEET NO.File:12:10:57 PMDate:8/21/2018Time:Pen table:Plot driver:BNSF_Railway_pdf_half.pltcfgBNSF_Railway_Color.tblCOMPANY.
AGREEMENTS WITH BNSF RAILWAY
NOT PROVIDED FOR IN
NOT BE USED FOR ANY PURPOSE
HELD CONFIDENTIAL AND SHALL
RAILWAY COMPANY AND SHALL BE
REMAIN THE PROPERTY OF BNSF
FURNISHED HEREWITH SHALL
CATIONS, AND/OR INFORMATION
ALL PLANS, DRAWINGS SPECIFI-
INFORMATION CONFIDENTIAL
OF
SM
PROJECT NO.User:Schro01204I:\12jobs\12R0048\CAD\Rail\Sheet\P-02-1003-Pond.dgnREV DATE DESCRIPTION BY APPSUB
3/13/2018
BNSF RAILWAY
ORILLIA AUTOMOTIVE FACILITY EXPANSION
GLACIER PARK, WA
STORMWATER DETENTION POND SECTIONS
1
2
8/17/18
8/21/18
POND SHIFTED SOUTH , JCT BOX SIZE CHANGE, PIPE TYPES (WCD 2)
ADJUST LINEWORK PER CITY REQUEST
PWB
PWB
MGQ
LJS
AS SHOWN
OF 56
12R0048
H-1003
17
100% PLANS
LJS LJS
H-1001
0 10'
GRAPHIC SCALE:1" = 10'
5' 5'
SECTION
0 100'
HORIZONTAL SCALE:1" = 100'
50'25'50'
0 20'
VERTICAL SCALE:1" = 20'
10'5'10'
H-1001
SECTION
ELEV. 22.00
SOUTH POND ELEV. 17.5 NORTH POND ELEV. 17.5
SOUTH POND ELEV. 17.5
ELEV. 22.00 -0.5%0.5%2:1NORTH POND ELEV. 17.5MATCHLINE 1MATCHLINE 1TOP ELEV. 21.0
TOP ELEV. 21.0
TOP ELEV. 22.1
0.5%-0.5%2:12:1
0.00% GRADE
H-1001
SECTION
CROWN ELEV. 22.10
CONNECT TO EXISTING 48" RCP (INVERT ELEV. 16.50)
66" CATCH BASIN
OIL/WATER SEPARATOR
EXISTING GROUND
EXISTING GROUND
EXISTING 48" RCP
CROWN ELEV. 22.10
2:1
71.00'1.00'3.75'6.00'2.50'1.00'3.75'NORTH POND BOTTOM ELEV. 17.5SOUTH POND BOTTOM ELEV. 17.5
SOUTH POND BOTTOM ELEV. 17.5
C
B
A
6.00'POINT U12: ELEV. 18.5
EQUALIZER CULVERT
POINT U11: ELEV. 18.5
EQUALIZER CULVERT
POINT U7: LID ELEV. 22.75
CONTROL STRUCTURE
POINT U8: LID ELEV. 22.75
JUNCTION MH
POINT U13: LID ELEV. 22.75
OIL/WATER SEPARATOR
STORM STRUCTURES
SEE SHEET C-0001 FOR UTILITY COORDINATES OF 2.
SEE DRAWING H-1005 FOR STORM SYSTEM DETAILS1.
NOTES:
6.50'17.10'
6' X 12' JUNCTION BOX
(MANHOLE SUBSTITUTED PER WCD 2)(MANHOLE SUBSTITUTED PER WCD 2)
ELEV. 16.5)
RCP (INVERT
EXISTING 48"
93' PER WCD 2
IN-PLACE
PROTECTED
TO BE
WATERLINE
CITY
MIN 7.5' OF ACCESS PAD ON EACH SIDE OF WATERMAIN
SHIFT POND EDGE 8' SOUTH PER WCD 2 TO PROVIDE
1
1
1
1
30" CPE SIPHON (EQUALIZER) PER WCD 2
30" CPE CULVERT PER WCD 2
30" CPE CULVERT PER WCD 2
30" CPE INFLOW (INVERT ELEV. 18.00) PER WCD 2
1
1
1
1
2
WATER UTILITY
Abdoul Gafour 08/31/2018
W-402403WTR-274024BNSF AUTO UNLOADINGC18004904