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MIN. FROM NEW FENCE, SEE NOTE 7 8 n
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10.00' FROM TOP EDGE OF POND a
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INSTALL NEW HYDRANT 3'
I BEHIND GUARD RAIL, 5'
MIN. FROM NEW FENCE,
SEE NOTE$ 7 & 8
IIJ
PR P I A NEW MH,I
°'NSEE NOTE 6
cV
SHIFT S. POND. REMOVE STR., RELO. IP) WATER LINE AND HYDRANTS (WCD 2. 3)
ADD WATERLINE INSTALL NOTES TO PLANS PER CITY REQUEST
DESCRIPTION
U5
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TER VALVE x 2
TED. SEE NOTE
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EXISTING STING BNSF ROW SNOTE 9 ..
_R�MOVE & C E 1
- ff D OF
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SYSTEM ALONG NO HFF NCE
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EXISTIN FIRE HYDRANT
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EXISTING 36"
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BAD USTED. SEE NOTE 7 & 8 so c
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LJS DESIGNED BY P{Y6
INFORMATION CONFIDENTIAL
ALL PLANS. DRAWINGS SPECIE I- DRAWN BY
CATIONS. AND/OR INFORMATION PWB
,URN ISHEO HEREWITH SHALL
REMAIN THE PROPERTY OF BNSF CHECKED BY
RAILWAY COMPANY AND SHALL BE
HELD CONFIDENTIAL AND SHALL moo
NOT BE USED FOR ANY PURPOSE
NOT PROVIDED FOR IN APPROVED BY
CAG OMPANYNTS WITH BNSF RAILWAY✓5,
DATE
APP 9/>3/207B
X END EXISTING 26' CASING 29
0 MEE��ffII'BNSF UTILI Y ACCOMODAT
I L T{� EXISTING A D PROPOSED,
Z
Al
fZI LIGHT
EXISTING FIRE HYDRANT----
�
—w �
EXISTING LIGHT TOWER
POLICY, ADD SAND
NG PER CD 5.
BA . 'F"
RAIL WAY
<0,0! HANSON
NOTES:
1. SEE DRAWING C-0001 FOR UTILITY COORDINATES
2. SEE DRAWINGS C-0002 & C-4001 - C-4003 FOR
HORIZONTAL EDGE OF PAVEMENT GRADING LIMITS
3. SEE DRAWING C-4004 FOR PAVEMENT SECTIONS
4. SEE DRAWINGS H-1001 - H-0003 FOR STORMWATER
DETENTION POND GRADING DETAILS
5. SEE DRAWING G-0004 FOR YARD TYPICAL SECTION
6. SEE DRAWINGS H-1003 - H-1004 FOR SIPHON PIPE AND
MANHOLE DETAILS
7. SEE CONSTRUCTION POINT DRAWING C-0001 FOR UTILITY
RIM ELEVATIONS
3 8. INSTALLATION AND REMOVAL OF HYDRANTS AND WATERLINE
CONNECTIONS SHALL CONFORM TO THE CITY OF RE ON
WATER STANDARD PLAN 310.1. WET -TAPPING SHALL BE
DONE BY A CITY APPROVED WET -TAP CONTRACTOR
3 9. SEE D A NG C-4005 FOR CC SS ROAD DETAILS. ACCES
ROAD SHALL BE CONSTRUCTED ON EXISTING GRADE
10. IF COVERS OF THE EXISTING MANHOLES FOR THE 12" GATE
VALVES CANNOT BE LOWERED TO MATCH THE NEW FINISHED
3 GRADE, THEN THE TOP CONE SECTION OF THE MANHOLES
SHALL BE REMOVED. THE EXISTING 3/4" COPPER BY-PASS
LINE ON THE SIDE OF THE EXISTING VALVES SHALL BE
REMOVED BY CITY FORCES. THE BOTTOM SECTION OF THE
MANHOLE SHALL BE FILLED WITH CRUSHED ROCKS AND A
STANDARD VALVE BOX SHALL BE INSTALLED ON THE
a EXISTING VALVES PER CITY STANDARD PLAN NO. 300.1
a
3
WATER UTILITY
Abdoul Gafour 08/31/2018
50' 0 25' 50' 100'
GRAPHIC SCALE: 1" = 100,
C18004904 W-402401
BNSF RAILWAY PROJECT NO. 1 2R0048
OR I LL I A AUTOMOTIVE FACILITY EXPANSION DRAWING NO. C-3001
GLACIER PARK, WA
GRADING AND UTILITY PLAN REVISION SHEET NO.
12 OF 56
SCALE AS SHOWN
z
a
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J
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IL
V)
z
m
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z
= TOP ELEV. 22.1
U
H
Q
SOUTH POND BOTTOM ELEV. 17.5
EXISTING 48" RCP
TOP ELEV. 21.0
EXISTING GROUND
NORTH POND BOTTOM ELEV. 17.5
SOUTH POND BOTTOM ELEV. 17.5
SECTION A
—1 001
w
x
U
H
Q
TOP ELEV. 21.0
EXISTING GROUND
10' 0 5' 10' 20'
VERTICAL SCALE: V = 20'
50' 0 25' 50' 100'
HORIZONTAL SCALE: 1" = 100'
anirl rurvu tut o auuln rtn w�u c I rnuvlut CITY EXISTING 48"
MIN 7.5' OF ACCESS PAD ON EACH SIDE OF WATERMAIN WATERLINE CROWN ELEV. 22.10 EQUALIZER CULVERT
TO BE RCP (INVERT ELEV
PROTECTED POINT U11: ELEV. 18.5
. 16.5)
POINT U12: ELEV. 18.5 - IN -PLACE oo �
o L 22.00----------- -0.-%- --- --- ---------------- 0,5% ---- - ----- - r`
M
SOUTH POND ELEV. 17.5 NORTH POND ELEV. 17.5
------------------------------------------------------ ---- "-- ----- -- T --- - - - ---------------- - -- - _ELE-------------
I
0 0
--- 0.00% GRADE --- -f o
I cn
30" CPE SIPHON (EQUALIZER) PER WCD 2
/
36" CMP 90° TEE 93' PER WCD 36" CMP 90° TEE
(MANHOLE SUBSTITUTED PER WCD 2) (MANHOLE SUBSTITUTED PER WCD 2)
-1001 A J
OIL/WATER SEPARATOR
POINT U13: LID ELEV. 22.75
CROWN ELEV. 22.10
CONTROL
JUNCTION MH POINT U7: LIDTURE ELEV. 22.75
POINT U8: LID ELEV. 22.75
I I I
ELEV. 22.00 --- -----0.57,
-- ---- - ----- -------�.5y-----------
I
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______________SOUTH_POND ELEV.
_17.5__" II' I j
I I -------------- NORTH POND_ELEV.- --- -----------------------
NCTION BOX -
I' 30' CPE INFLOW (INVERT ELEV. 18.00) PER WCD 2
6.50' I 17.10'
CONNECT TO EXISTING 48" RCP (INVERT ELEV. 16.50) I I „
� 66 CATCH BASIN
30' CPE CULVERT PER WCD 2 i WATER UTILITY
NOTES: i 30" CPE CULVERT PER WCD 2 Abdoul Gafour 08/31/2018
1. SEE DRAWING H-1005 FOR STORM SYSTEM DETAILS
' 0 5510'
2. SEE SHEET C-0001 FOR UTILITY COORDINATES OF SECTION C
STORM STRUCTURES -1001 OIL/WATER SEPARATOR
G 18004904 GRAPHIC SCALE 10'
W-402 03
1 B/17/18 POND SHIFTED SOUTH . JOT BOX SIZE CHANGE. PIPE TYPES (WCD 2) LJS LJS DESIGNED BY P{S/B B,VS BNSF RAILWAY PROJECT NO. 1 2 R 0 0 4 8
2 B/21/18 ADJUST LINEWDRX PER CITY REDDEST INFORMATION CONFIIGENTIAL DRAWN BY PLANS, DRAWINGS SPECIFI-
OR I LL I A AUTOMOTIVE FACILITY I L I TY EXPANSION
CATIONS. AND/OR INFORMATION DRAWING NO.
FURNISHED HEREWITH SHALL RA /L WA Y
REMAIN THE PROPERTY OF BNSF GLACIER PARK, W A
RAILWAY COMPANY AND SHALL BE CHECKED BY
HELD CONFIDENTIAL AND SHALL MliO
NOT BE VIDE FOR ANY POPE AL
STORMWATER DETENTION POND SECTIONS REVISION SHEET NO,
AGREEMNOT PROVIDED FOR IN APPROVED BY
LOMPANYNTS WITH BNSF RAILWAY 1/51/51 7 O F 5 6
DATE � <� HANSON SCALE REV .9
DATE DESCRIPTION BY SUB All /7.7/20;19 A`'�`
SHOWN
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m
FA
NOTES:
1. SEE DRAWINGS H-1003, H-1004, AND H-1005 FOR STORMWATER�
DETENTION POND SECTIONS AND DETAILS
2. SEE DRAWINGS C-3001 FOR STORMWATER STRUCTURE LOCATION
COORDINATES
CUT/FILL LIMIT 4�
H96 H81
H93 H89 /- 22 Hg7 H83
H91 H85
0
H95� H90 � H88 � H82=�
0
EXISTING 48" RCP
0
F
PROVIDE 7' WIDE PAD ON
SOUTH SIDE OF EXISTING
12" WATER MAIN FOR
ACCESS FOR MAINTENANCE
- 22 -
zz
�H79 1173� I H31 H25JH21: Z
- q
75 H29 H27 H22 H17
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1.
1 ° I� FIELD ADJUST POND GRADING TO
Zz I L♦1 ACCOMODATE FENCE BUMP OUT 6'
BEHIND PROPOSED NEW FIRE HYDRANT
EXISTING STORM EXISTING 12" WATER MAIN
CUT LINE 48' RCP CUT LINE
�w--�--- -w--�--------- - FILL LINE /
H48 \
H72 RR =F20' �H4 4 H33�\
R 9--' - H46�y _
OIL/WATER SE ARATOR R = 24'
SEE DETAIL S EET H-1005 I i H34 I
- \-- - -- -----o---------------E-- -------
R %�--
1 23 O-----\-- - -- - - - �,-------------------------------r- ----� O
H51I H41 -----R = 23'
30" CPE I I / CONTROL STRUICTURE
EQUALIZATION
CULVERT - - - - - - SEE DETAIL SHEET H-1005
_--- ----j I I
H70 ���� H562 r�H35 I
I I
H69 I \\������� �H36 I
�� OVERFLOW STRUCTURE
JUNCTION BOX SEE DETAIL SHEET H-1005
/ H43
R = 23' _y/ H44 R - 4' \\.�R = 23' I
H37 I
3 62 / = \� H38
H60 I�
R - q \ I
F H61 i R 28' R 2B'
H55 �
EXISTING 48"
II STORM SEWER H54 I F
2z�I 6q ACCESS AMP ACCESS RAMP I I
H 5 EXISTING 12" WATER MAIN I I
C,
Lz
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�Z R - 23
CUT /H9� H6-,,
bZ H13 H7
H10 H3-
H15
H124
H2O H16� H11� H123—
'"—H26Tmr £� m U
H12 H8-
FIELD ADJUST POND GRADING TO tZ N H125
ACCOMODATE FENCE BUMP OUT 6' H126
BEHIND PROPOSED NEW FIRE HYDRANT H127
0
Z
Z� 2q
EXISTING 48" RCP 23
o 7
m
-EXISTING 36" RCP
EXISTING 12" WATER MAIN
22
N ti
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H121
H122-
H5'
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H67
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H59
H52
- - - -
H40
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H66 0
FIELD ADJUST POND GRADING TO I -
- - -
ACCOMODATE FENCE BUMP OUT 6' - -- -
- - - - - - - - -
- - - -
- - - ---------J
50'
0 25' 50' 100'
BEHIND PROPOSED NEW FIRE HYDRANT
10' 0
DETAIL
-
DETAIL GRAPHIC SCALE: V 20' �
WATER UTILITY O C .� 8004904 - -� GRAPHIC
SCALE ill= 100'
-
Abdoul Gafour 08/31/2018
W-402402
1
B/17/18
REMOVE S. OVERFLOW. ADJ. FENCE LOCATION, POND SHIFT (WOO 2. 4)
LES
LJS
INFOPLATION CONFIDENTIAL
ALL PLANS. DRAWINGS SPECIFI-
DESIGNED BY
PiYe
�
BNSF RAILWAY
OR I L L I A AUTOMOTIVE FACILITY I L I TY EXPANSION
PROJECT NO. 1 2 R 0 0 4 8
2
B/21/10
ADDED NOTE PER CITY REDDEST
LJB
DRAWN BY
CATIONS. AND/OR INFOflMAT10N
FURNISHED HEREWITH SHALL
REMAIN THE PROPERTY OF BNSF
RAILWAY COMPANY AND SHALL BE
HELD CONFIDENTIAL AND SHALL
NOT BE VJ"CIDE FOR ANY PURPOSE
NOT PROVIDED FOR IN
WITH BNSF RAILWAY
COMPANY.
Pisa
,l7A /L WA Y
GLACIER PARK, W A
STORMWATER DETENTION POND PLAN
DRAWING N0.
CHECKED BY
Aloo
HANSON
REVISION
SHEET NO.
1 5 O F 5 6
APPROVED BY
� ✓S•
DATE
917912019
SCALE �`
AS SHOWN
REV
DATE
DESCRIPTIDN
BY SUB
'�P