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LjBiRTY PARK
RECRIEh71QN CC
ACCESS ROAD
NEW CHEMICAL SOLUTION CONVEYANCE
PIPING INSIDE 2 PARALLEL CONTAINMENT CONDUITS W
INTERATE 405 FREEWAY I v
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NEW CHEMICAL ����
!'-LUORIDE BUILDING -- . I
SOLUTION VAULT 7.x
uc i cw � ivry riritvv
I aC..I�EATION CENTER
BUILDING
C-5
t
C ED.rVZ RIVER IPAR.K
DOWNTOWN SURVEY CONTROL
DWG
REF NO
Ip#
COORDINATES
ELEV.
DESCRIPTION
SHEET N0.
NORTHING
FASTING
Q1
2401
1 9011.31
1303264.78
46.17
C-3 & C-4
02
18
178683.36
1302940.59
48.22
C-5
Q3
15
178490.97
1302770.37
45.93
C-6
04
17
178778.67
1303047.92
47.19
C-5
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1 inch a 50 tt,
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VERTICAL DATUM IS
CITY OF RENTON —
NAVD 1988 BASED ON CITY -OF RENTON GP S PDINT ,�1882 ELEV. = 49.20.
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Q
HORIZONTAL DATUM
IS CITY OF RENTON
- NAD 19831199�hBASED ON CITY OF RENTON GPS POINT#3347 AND J0349.
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CIVIL DRAWING COVERAGE LIMITS
NEW CORROSION -
CONTROL TREATMENT
FACILITY
f ` NEW DELIVERY VEHICLE EXISTING
^CC1 f% A r1 A MCA ' WELL NO. 9
NORTH
r ,r PARKING
LOT
3
6
16p
W\F"T0N\p4a ee��ol ar urlc ,t.
GRAPHIC SCALE
2
D
ENCASEMENT OF CHEMICAL ( IN FEET )
SOLUTION CONVEYANCE I inch = 20 It
PIPING IN SIDEWALK
! SEE DETAIL
_ CHEMICAL SOLUTION PIPING DA T-UM:
VAULT (TYP) SEE DETAIL 2 VERTICAL DATUM IS CITY OF RENTON - NAVD 1988 BASEQ ON CITY GF RENTON GPS POINT #1882 ELEV. r 49.20'..
HORIZONTAL DATUM IS CITY OF RENTON - NAD 1983/1991 BASED ON CITY OF RENTON GPS POINTif3347 AND #3349.
CHEMICAL SOLUTION CONVEYANCE PIPING SYSTEM STAR COM FO CAB '------
SEE PROFILE. SHEET C-8
SEE TABEL. SHEET C-5 FOR LOCATION OF VAULTS `
. w°�'-° ,�c;M F;o �'��� �--,� � CHEMICAL SOLUTION PIPELINES IN CONTAINMENT PIPES MATCH LINE - SEE SHEET C - 3
. �
SEE DETAIL---
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A
SITE PLAN NOTES
t. ALL BURIED PIPING SHALL BE INSTALLED PER DETAIL _ ON DRANRJG
COMMON TRENCH WHERE POSSIBLE
2. INSTALL PIQUIRE CONCRETE CHEMICAL SOLUTION
CONTAINMENT JUNCTION V 111 Ifi& I I_ ON DRAWING _.
)(I STING NoposEu HIGH WATER �AKK
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LOCATION MAP
0 114 112 1
SCALE IN MILES
LAW OW000M
�� • •
' ii� •
SE 17M ST
FACL 1 BSJ
20M ST SE
VICINITY MAP
SPRINGBF.00K SPRINGS FACILITIES
0 114 112
SCALE IN MILES
VALLEY
GENERAL
HOSP! TAL
SW 43R0 ST
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0
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PROJECT
SaE
192ND 5T SE l
167
GA TE
200th ST. SE
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LIST OF DRAWINGS P •
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COVER SHEET
y
6
�651 �?�?�
GENERAL STRUCTURAL V)
G-1 LOCATION MAPS AND LIST OF DRAWINGS��� W z
S-1 DOWNTOWN CCTF FOUNDATION AND SLAB PLAN
G-2 STANDARD ABBREVIATIONS yI
L' I-=
G-3 STANDARD SYMBOLS — CIVIL, ARCHITECTURAL MECHANICAL S-2 DOWNTOWN CCTF FOUNDATION AND SLAB SECTIONS � � Q
CIVIL S-3 DOWNTOWN CCTF ROOF FRAMING PLAN U Of
0
C-1 DOWNTOWN SITE ORIENTATION PLAN S-4 DOWNTOWN ROOF FRAMING SECTIONS AND DETAILS z <
C-2 DOWNTOWN GENERAL CIVIL NOTES O O
C-3 DOWNTOWN SITE PLAN I—
C-4 DOWNTOWN YARD PIPING PLAN —NORTH ELECTRICAL Z O cn
C-5 DOWNTOWN YARD PIPING PLAN —SOUTH E-1 ELECTRICAL SYMBOLS AND ABBREVIATIONS Li Li Q
C-6 DOWNTOWN YARD PIPING PLAN —WEST E-2 DOWNTOWN CORROSION CONTROL TREATMENT FACILITY ONE —LINE DIAGRAM
C-7 DOWNTOWN STORMWATER PIPING PROFILE E-3 DOWNTOWN GENERAL ARRANGEMENT PLAN 0 z
C-8 DOWNTOWN CHEMICAL SOLUTION PIPING PROFILE E-4 SPRINGBROOK ELECTRICAL PLANS AND ONE —LINE O U Q
C-9 STORMWATER WET VAULT AND DETEN11ON CONTROL STRUCTURE E-5 DOWNTOWN CAUSTIC SYSTEM 1/0 0
C-10 SPRINGBROOK SPRINGS SITE PLAN E-6 DOWNTOWN CCTF CAUSTIC 1/0 Z a-
C-11 CHEMICAL SOLUTION PIPING DETAILS E-7 DOWNTOWN CCTF 1 INHIBITOR SYSTEM 1/0 U O
C-12 CIVIL DETAILS E-8 DOWNTOWN CCTF 1 INHIBITOR SYSTEM 1/0 (!)
E-9 WELL 1,2,3 BUILDING 1/0, FLOW & pH O z
MECHANICAL E-10 WELL 8 AND WELL 9 BUILDING 1/0, FLOW & pH O
ct-
E-11 SPRINGBROOK SPRINGS SYSTEM 1/0 Q
M-1 PIPE SCHEDULE, EQUIPMENT SCHEDULES E-12 WELL 1,2,3 BUILDING 1/0, FLOW dt H U
M-2 DOWNTOWN CCTF PROCESS PIPING PLAN P U O
M-3 DOWNTOWN CCTF PROCESS PIPING SECTIONS E-13 DOWNTOWN CCTF CONTROL PANEL ELEVATION & LAYOUT
* M-4 DOWNTOWN CCTF MECHANICAL SECTIONS AND DETAILS E-14 SPRINGBROOK SPRINGS OPERATOR STATIONS CONTROL, PANEL ELEVATIONS & LAYOUT
* M-5 DOWNTOWN CCTF MECHANICAL DETAILS E-15 WELL 1,2,3 BUILDING CONTROL PANEL ELEVATION & LAYOUT
M-6 WELL 1, 2, 3 CHEMICAL SOLUTION PIPING E-16 CONTROL PANEL WIRING POWER SUPPLIES
M-7 WELL 8 AND 9 CHEMICAL SOLUTION PIPING E-17 MOTOR ELEMENTAIRIES 480 V TYPICAL AND 120 V TYPICAL
'M-8 SPRINGBROOK SPRINGS GENERAL ARRANGEMENT PLAN AND SECTIONS PROCESS AND INSTRUMENTATION
* M-9 SPRINGBROOK SPRINGS MECHANICAL PLAN AND SECTIONS
* M-10 SPRINGBROOK SPRINGS MECHANICAL DETAILS P-1 PSdD SYMBOLS AND ABBREVIATIONS
* M-11 MECHANICAL DETAILS P-2 DOWNTOWN CCTF CAUSTIC STORAGE AND METERING PSdD
P-3 DOWNTOWN CCTF INHIBITOR STORAGE AND METERING PBdD
ARCHITECTURAL P-4 DOWNTOWN WELL CAUSTIC AND INHIBITOR INJECTION PSdD
A-1 DOWNTOWN CCTF GENERAL ARRANGEMENT PLAN P-5 SPRINGBROOK SPRINGS CAUSTIC AND INHIBITOR SYSTEM PSdDb �
A-2 DOWNTOWN CCTF BUILDING ELEVATIONS AND SECTION « NOT INCLUDED WITH 90% REVIEW SUBMITTAL
Aft
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N U 5< 6�z
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VICINITY MAP
DOWNTOWN FACILITIES
0 200 400 800
l I I I
SCALE IN FEET
�v
Y
WpY N' t
8R
L
CEDAR .
h RIVER L
PARK
'po
REE
CENTER
169
DESIGN CRITERIA
SPRINGBROOK
UNITS
DOWNTOWN
SPRINGS
TOTAL MAX FLOW
MGD
16.3
0.9
WELL 12 & 3
MGD
9.5
—
WEH 8
MGD
5.0
—
WELL 9
MGD
1.8
AVERAGE FLOW, ALL WELLS
MGD
6.4
0.9
MAX PRESSURE AT INJECTION
POINT
PSIG
90
30
NaOH
MAXIMUM
MG/L NaOH
69
12.7
AVERAGE
MG/L NaOH
26
11.8
MINIMUM
MG/L NaOH
8
10.9
SOLL119ON STRENGTH
% NaOH
25
LB/NaOH/GAL
2.66
INHIBIT$
MAXI`'UM
MG/L PO4
j 5
5
AVERAGE
MG/L PO4
1
1
MINIMUM
MG/L PO4
0.5
0.5
SOLUTION STRENGTH
% PO4
34
LB PO4/GAL
' 3.89
NaOH STORAGE TANK TOTAL
VOLUME
GAL
13,000
! 1,850
NaOH STORAGE AT AVERAGE
CONDITIONS
DAYS
+ 26
56
+
NaOH STORAGE TANK TOTAL
VOLUME
GAL
4,000
I
35
INHIBITOR STORAGE AT AVERAGE CONDITIONS
DAB
! 307
1 18
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VERTICAL DATUM IS CITY OF RENTON — NAVO 1988 BASED ON CITY -OF RENTON GPS POINT #1882 ELEV. = 49.20'"
HORIZONTAL DATUM IS CITY OF RENTON — NAD 19831199'I�BASED ON CITY OF RENTON GPS POINTJ3347 AND ,#3349.
NEW CHEMICAL SOLUTION CONVEYAN �
,\ �` } PIPING INSIDE 2 PARALLEL CONTAIN!��;E'NT CONDUITS W CIVIL DRAWING COVERAGE LIMITS
� It
�. , INTER 'ATE 405 FREEWAY I x
• - � IU
FREEWAY �
FSETAII`14J i, ��'iAl..i --� NEW CHEMICAL EXISTING � �' —=�—
.S X FLUORIDE Wif_DING
SOLUTION VAULT .
(TYP.) EXISTING tNEW CORROSION
WEL? No. 8 CONTROL TREATMENT
NEW DELIVERY VEHICLE EXISTING
OFF—LOAD AREA WE ILL �o.
�\ \� � �, � � •� ` ) ��� "�--•' _. �_ . .,,,, -... `"'•_- _"-------.....,_ --_..- -._. Zvi,` J \
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Jo
f 1 1 �•
c"rlrATE
ENTRANCE DRIVE �
I J /
�`' \ \, `�1 ` i ) � 1....y_...,.,w ....+ ,�'''�' i `• , "ram _".,.. •� /
\
r v1I I a
. NEW STORMWA AELC
,, .. EXISTING M>� T;ER � l.__ - ---• f
DETENTION PIPING I soccER FIELos
71
`•fGi > TT7
ANTI CENTER i \
13I.J ILipIIIG
NORTH r C7
PARKING106 f
LOT tea.
C-5 .� iif it
� x/ JJI
C E DxVV RIVER PARK -- 3 &
DOWNTOWN SURVEY CONTROL
DWG
REF NO
Ip#
COORDINATES
ELEV.
DESCRIPTION
SHEET N0.
NORTHING
FASTING
Q1
2401
1 9011.31
1303264.78
46.17
C-3 & C-4
02
18
178683.36
1302940.59
48.22
C-5
3Q
15
178490.97
1302770.37
45.93
C-6
04
17
178778.67
1303047.92
47.19
C-5
A-4 f ,
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N = 178950.85
E = 1303128.98
CHRUSHED SURFACING CONCRETE- CURB
CHEMICAL SOLUTION VAULT (TYP)
---- N = 179064.93 gym,
---.-_. N == 17� .. 2.55
- -__� '`rc_ �ETgt�,p� • E = 1303229.67 E = 1303259.60 � o
MATCH ATCH EXIST AC PAVEMENT ;
NEtp.I; ti';,t;) MOR CONC SIDEWALK
-- EGGE OF LINER
GRAPHIC SCALE
10 4G +o
( IN "m )
1 inch a 20 ft.
00
WMIJ
fir RIM - 41.19
C ""` •-'•._ r % . '� - _ y`"'-----.._VERTICAL DATUM IS CITY OF RENTON - NAVO 1988 BASED ON CITY OF RENTON GPS POINT ,01882 ELEV. = 49.20'.
---- __._. HORIZONTAL DATUM IS CITY OF RENTON NAD 1983/1991 BASED ON CITY OF RENTON GPS POINT,#3347 AND #3349.
•-� �.` 47`:0--- -- --- __ __ _.
47 �` `"~�� `` -- -- _ . _._-------- __
� — ' ._ _ _ _• R - _ - REEwAY WALL
4
CORROSION CONTROL +-- t SSS• - .---- _____ i Trr, (�`��y _ ...._ . -----
FACILITY
TY t ,� t
TREATMENTC
7 WELL No. 9 I --------..
1 r a 1 �47.4 �. i i p` ...�. __ I BUILDING TYPE 1 CB _
i
M .1 .
S
{ , �� '^S''*� �� \ 1 RIM -
45.36
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G7 C 88 rm46.
0 136 j
PS DIFFUSER f
MANHOLE b
oWELL N o. 9
r�
DRAINAGE SUMP
.1 —1 r% A -2 47# 1. �l 7 �A
U4
b
E = 1303212.18
N = 178927 ""
E = 130315
I
NEW GATT
X, ; ( '
x�
j�
1
1
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J
5
A
k �i
= \ N = 179036.48
E = 1303270.54
SL)RlrrY CONTROL_
ELEV. .- 46.17
CHEMICAL DELIVERY
VEHICLE TURN AROUN')
AND. UNLOAD AREA
,
EXiST CB
SET R'I`�i FLUSH
W/ NEW PA�UgG
N = 179078.11
E = 4 303315.31
N = 179039.68
c = lL 303284.1
N = 179162.38 �
E = 1303347.32
fE
CONTRACTOR
STAGING
AREA
SUMP PULP
DISCHARGE MANHOLE
9
S MN _
1 N i 2 E E = 39.06
12" SW IE = 38.96
\
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TEMPORARY CONSTRUCTION FENCE �� / j / �, '
SEE DETAIL / !
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CHEMICAL SOLUTION CONVEYANCE PIPING SYSTEM
SEE PROFILE ON SHEET C-8. SEE TABLE ON
SHEET C-5 FOR LOCATIONS OF VAULTS.
MI71T(o SS_.NIH
30.S4
36" w IF ;C) it;
NOTES
1. FREEWAY SPILL CONTAINMENT LINER. SEE DOT DRAWINGS.
2. ALL BURIED PIPING PIPING SHALL BE INSTALLED PER
DETAIL ON DRAWING
3. USE COMMON TRENCH WHERE POSSIBLE
4. INSTALL 48" x 48" DEPTH AS REQUIRED. CONCRETE CHEMICAL
SOLUTION CONTAINMENT JUNCTION VAULT. SEE DETAILS
ON DRAWING . (13 REQUIRED)
5. CONTRACTOR SHALL REPLACE WITH LIKE AND KIND ALL LANDSCAPE
IRRIGATION PIPING AND OR APPERTENANCES WHICH BECOME DAMAGED
BY WORK ON THE SITE. ,
CHEMICAL SOLUTION PIPING
VAULT (TYP) SEE DETAIL /7�21
rl
CHEMICAL SOLUTION' PIP!'1,'�`
IN CONTAINMENT PIPES
SEE DETAIL /1§1
GRAPHIC SCALE
20 AA
( IN FEET )
I inch = 20 11w
DA TUM:
VER77CAL DATUM IS CITY OF RENTON - 1,, VD 1988 BASED ON CITY OF RENTON GPS POINT #18,62 ELEV. • = 49.20'.
HORIZONTAL DATUM IS CITY OF RENTON NAD 198,311991 BASED ON CITY OF RENTON GPS POINT#3347 AND #3349.
�URV Y C ONIROL
POINT #iti
-�. ELEV - 48.22 J1 "EE>ItA.'Y RETAINING WALL
1 roc ,..arc.. : l lufi '. i-N i t. ;i biiiti-DINC
CHEMICA.' n r"10N CONVEYANCE
C00-TiRDINATE-AiS
CHEMICAL!
SOLUTION
VAULT NO.
I
COORDINATES
NORTHING EASTING
A-1
179002.22
1303261. 23
A-2
B-
17031 S5.59
1 '9: 7.87
1303: 09.23
1303120.55
B-2
17:21.10
1303153.01
B-3
17 I7 3.71
13004&86
B-`'
17372 .17
1302959.47
6''°.46
1302886.98
B-6 I
f 7851 S.03
1302797.18
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7561.47
1302712.50
1302629.12
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1302593.12
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130256,88
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BASIN
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NORTHING
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CB-1
178321.58
1303 30.95
a CB-2
178942. 47
1303183. 4' 0
CB-3
17E969.53
1303196.37
CB-4
176,,'"80. 74
1303179. 29
13`8-5
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179?88. 46
1303274.50
STORM
COORDINATES
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CHEMICAL SOLUTION CONVEYANCE PIPING SYSTEM
SEE PROFILE ON SHEET C-8, SEE TABLE ON
SHEET C-5 FOR LOCATIONS TREATMENT BUILDING
OF VAULTS CHEMICAL SOLUTION VAULT
SEE DETAIL .
S-2
BUILDING FOOTING D
^�--- PIPING, COS
TO BE REM,
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C-7. SEE TABLE ON SHEET C-5 f
FOR LOCATION OF CATCH BASINS
& MANHOLES.
NOTES
1. EXISTING IRRIGATION SYSTEMS & LANDSCAPING SHALL BE
REMOVED AND REPLACED WHERE DISTURBED B1' NEW PIPELINE
INSTALLATIONS. SEE SPEC.
2. FREEWAY SPILL CONTAINMENT LINER. SEE DOT DRAWINGS.
3. INSTALL BOTTOMLESS CONCRETE PULL BOXES NOTCHED TO
FIT OVER EXISTING TELEMETRY AND EXISTING PLOWER
CONDUIT WHERE SHOWN ON DRAWINGS.
4. INSTALL NEW UNDERGROUND CONDUIT BETWEEN NEW PULL
BOXES AROUND CONSTRUCTION AREA.
INSTALL NEW CABLE BETWEEN NEW PULL BOXES.
5. OWNER WILL CUT & SPLICE NEW TELEMETRY INTO EXISTING
TELEMETRY CABLES. AFTER NEW PULL BOXES CONDUIT &
CABLE IS INSTALLED & APPROVED BY ENGINEER.
6. REMOVE CONDUIT & CABLE WHERE SHOWN ON DRAWINGS.
7. ALL BURIED PIPING PIPING SHALL BE INSTALLED PER
DETAIL ON DRAWING
8. USE COMMON TRENCH WHERE POSSIBLE
9. CITY SHALL PROVIDE HOT TAP CONNECTION TO EXISTING
24 INCH WATER MAIN WITH 2 1 /2" SERVICE CONNECTION.
CONTRACTOR SHALL PROVIDE ALL TRENCHING, CONNECTION
TO 2 1 /2" LINE AND 2 1 /2" GATE VALVE.
0
CHEMICAL SOLUTION PIPING
IN CONTAINMENT PIPES
SEE DETAIL /lq1
C'HEMICA ICE"! VERY
VEHICLE TURN AROUND
AND UNLOAD AREA
CHEMICAL SOLUTION PIPING
VAULT (TYP) SEE DETAIL
. Co �'S (c
RIM - 47.19
10. INSTALL 48" x 48" DERTH AS REQiJIRED. CONCRETE CHEMICAL
SOLUTION CONTAINMENT JUNCTION VAULT. SEE DETAILS
ON DRAWING (13 REQUIRED)
11. PROVIDE GATE. SEE DETAIL Ord DRAW NG
12. CHEMICAL FEED BUILDING ROOF DRAIN'S AND FOOTING DRAINS
SHALL TIE INTO NEW STORM DRAIN AT LOCATIONS SHOWN.
11. CONTRACTOR SHALL REPLACE WITH JKE AND KIND ALL LANDSCAPE
IRRIGATION PIPING AND OR APPERTE N".ANCES WHICH BECOME DAMAGED
BY WORK ON THE SITE.
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VERTICAL DATUM IS CITY OF RENTON - NAVD 1988 BASED ON CII ,' OF R&JON CPS POINT #1882 ELEV. = 49.20'.
HORIZONTAL DATUM 1S CITY OF RENTON - NAD 198311991 BASED ON CITY OF RENTON CPS POINT,#3347 AND #3349.
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SEE PROFILE, SHEET C-8
SEE TABEL, SHEET C--5 FOR LOCATION OF VAULTS
EXISTING
POOL. / ADMIN.
BUILDING
STAR Coo FO CAB
ENCASEMENT OF CHEMICAL
SOLUTION CONVEYANCE
PIPING IN SIDEWALK
SEE DETAIL KV
SITE PLAN NOTES I
1. ALL BURIED PIPING SHALL BE INSTALLED PER DETAIL ON DRAWNG
USE COMMON TRENCH WHERE POSSIBLE
2. INSTALL 48" x 48" DEPTH AS REQUIRED CONCRETE CHEMICAL SOLUTION
CONTAINMENT JUNCTION VAULT. SEE DETAIL ON DRAWING
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HORS%CNTAL DATUM IS CITY OF RENTON — N,AD 198311991 BASED ON CITY OF RENTON GPS POINTe3327 AND #3349.
MATCH LINE -
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PHOSPHATE
INHIBITOR
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8" NOMINAL
8.625" O.D.
7.565" I.D.
TELL 8 PS, 3 EA.
rrL-� 123 PS, 3 EA.
DETAIL/z---\
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CHEMICAL SOLUTION PIPING &
CON NMENJ._ CONDUIT BETWEEN CCTF `ALL
WELL 8 CS, 3 EA.
WELL 123 CS 3 EA
3 CHEMICAL SOLUTION SUPPLY
LINES WIT? -"IN 8'w CONITAINMENT
PIPE, TYP.
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URATHANE 4.
INSULATION, TYP. -- 3" �.
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