CALIFORNIA DEPARTMENT OF PARKS AND RECREATION ACQUISITION AND DEVELOPMENT DIVISION GENERAL NOTES SHEET INDEX WATER TANK REPLACEMENT BIG BASIN REDWOODS STATE PARK COVER SHEET CSFM # 01-44-11-0008 PARK ADDRESS BIG BASIN REDWOODS STATE PARK 21600 BIG BASIN WAY BOULDER CREEK, CA 95006 SANTA CRUZ COUNTY LAT: 37.180573 N LONG: -122.225465 W 1. ALL MATERIALS SHOWN OR NOTED ON THE PLANS ARE NEW UNLESS CALLED OUT OTHERWISE. 2. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS, BUT SHALL RELY ONLY ON THE WRITTEN DIMENSIONS GIVEN. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS SHOWN OR DIMENSIONED HERE. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE STATE REPRESENTATIVE FOR RESOLUTION BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. 3. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION AT DATE OF PLAN APPROVAL OF THE FOLLOWING LISTED CODES, AND ALL OTHERS HAVING JURISDICTION OVER THE WORK. 3.1. 2013 EDITION OF THE CALIFORNIA BUILDING CODE. 3.2. 2013 EDITION OF THE CALIFORNIA ELECTRICAL CODE. 3.3. 2013 EDITION OF THE CALIFORNIA PLUMBING CODE. 3.4. 2013 ADA STANDARDS FOR ACCESSIBLE DESIGN. 3.5. CONDUCT ALL WORK IN ACCORDANCE WITH THE LATEST SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION OVER THE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. WHERE DETAILED INFORMATION OR CLARIFICATION IS REQUIRED THE MATTER SHALL BE REFERRED TO THE STATE'S REPRESENTATIVE FOR WRITTEN RESOLUTION. 4. CONSTRUCTION ACTIVITIES ARE LIMITED TO SEPTEMBER 16TH THROUGH MARCH 23RD. PROJECT MAY BE SUBJECT TO OVERSIGHT BY A STATE PARKS ENVIRONMENTAL MONITOR. THE PROJECT WILL BE SUBJECT TO CONSTRUCTION MILESTONES. 5. MAPS WERE PREPARED USING THE FOLLOWING: 5.1. BIG BASIN REDWOODS STATE PARK WATER SYSTEM IMPROVEMENTS PLANS, SHEET C-20, DATED JUNE 2007. 5.2. BIG BASIN REDWOODS STATE PARK WATER TREATMENT PLANT VALVELESS FILTER & STORAGE TANK PLANS, SHEET 6, DATED JUNE 1961. 6. ALL ROADS AND PARKING AREAS ARE DIRT AND DIMENSIONS ARE APPROXIMATE. 7. SITE ACCESS IS LIMITED TO 10' WIDE LOADS DUE TO THE VEHICLE GATES AND SECTIONS OF THE ROAD ARE LIMITED TO 10 FEET WIDE ACROSS. 8. LOCATION OF ALL UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF UTILITIES PRIOR TO EARTHWORK. VICINITY MAP N S W E LOCATION MAP N S W E MAIN PARK ENTRANCE NOT TO SCALE NOT TO SCALE SCOPE THIS PROJECT INCLUDES THE DESIGN FOR THE FOLLOWING IMPROVEMENTS TO THE CLEARWELL WATER TANK AT BIG BASIN REDWOODS STATE PARK: 1. REMOVE EXISTING 50,000 GALLON REDWOOD STORAGE TANK; 2. INSTALL TEMPORARY WATER STORAGE IMPROVEMENTS INCLUDING: 2.1. TIE-IN CONNECTION TO THE WATER TREATMENT PLANT (E) TREATED WATER LINE; 2.2. TWO 8,050 GALLON CHLORINE CONTACT TANKS; 2.3. )((7 2) 39& $%29(*5281' :$7(5 /,1( $1' 2.4. 7,(,1 &211(&7,21 7+( 7+( ( ',675,%87,21 0$,1 3. INSTALL ENGINEERED CONCRETE SLAB FOUNDATION; 4. INSTALL ONE (1) 50,000 GALLON STAINLESS STEEL WATER TANK WITH THE FOLLOWING: 4.1. ,1/(7 $1' 287/(7 4.2. 29(5)/2: $1' '5$,1 :,7+ '(&+/25,1$7,21 6<67(0 4.3. 5(&,5&8/$7,21 ,1/(7 4.4. SIDE ACCESS MANWAY; 4.5. ROOF MANWAY AND INTERIOR ACCESS LADDER; 4.6. GUARD RAIL, EXTERIOR LADDER AND SAFETY CAGE; 4.7. LEVEL INDICATOR; 4.8. ULTRASONIC LEVEL SENSOR; 4.9. TANK VENT; 4.10. INLET MANIFOLD; 4.11. TANK MIXER EDUCTOR AND ASSOCIATED RECIRCULATION SYSTEM; AND 4.12. SAMPLE TAPS 5. INSTALL RECIRCULATION SYSTEM W/ A 2" LINE, PUMP SYSTEM & CHLORINE INJECTION LOCATION; 6. ,167$// ),// /,1( 72 6833/< :$7(5 )25 7$1. &/($1,1* $1' 7. INSTALL ELECTRICAL CONDUIT TO WATER TANK EQUIPMENT AND RECIRCULATION PUMP SYSTEM. G1.0 1 CONSULTANT INFORMATION STRUCTURAL ENGINEER: STREETER GROUP, INC. CONTACT: BRAD STREETER 2571 MAIN STREET, SUITE C. SOQUEL, CA 95073 PHONE: 831-477-1781 PROJECT LOCATION 09-11-2015 CJC PHH CJC BIG BASIN REDWOODS STATE PARK WATER TANK REPLACEMENT CONSTRUCTION DOCUMENTS (100% SUBMITTAL) DPR ACCESS COMPLIANCE REVIEW ACCESSIBILITY SECTION SHEET NO. DRAWING NO. OF DRAWN: REVISIONS CHECKED: DATE DESIGNED: ACQUISITION & DEVELOPMENT DIVISION One Capitol Mall 95814-3229 Sacramento, CA DATE: ACCESSIBILITY COMPLIANCE AND STATE FIRE MARSHAL SIGNED ORIGINALS ARE ON FILE AT THE DEPARTMENT OF PARKS AND RECREATION, NORTHERN SERVICE CENTER CERTIFICATION # Reviewed by Date Reviewed by Date Approval of this plan does not authorize or approve any omission of deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans shall be available on the project site at all times. CALIFORNIA STATE FIRE MARSHAL- APPROVED 22"x34" SHEET. IF SHEET SIZE IS SMALLER, THEN DRAWING HAS BEEN REDUCED. 13 CIVIL ENGINEER: FALL CREEK ENGINEERING, INC. CONTACT: PETER HAASE 1525 SEABRIGHT AVENUE SANTA CRUZ, CA 95062 PHONE: 831-426-9054 GEOTECHNICAL ENGINEER: BUTANO GEOTECHNICAL ENGINEERING CONTACT: GREG BLOOM 231 GREEN VALLEY ROAD, SUITE E FREEDOM, CA 95019 PHONE: 831-724-2612 SHEET INDEX # SHEET TITLE 1 G1.0 COVER SHEET 2 G2.0 EXISTING SITE PLAN 3 C1.0 DEMOLITION PLAN 4 C2.0 WATER TANK IMPROVEMENTS 5 C2.1 TEMPORARY SITE IMPROVEMENTS 6 C3.0 TANK DETAILS 7 C3.1 TANK DETAILS 8 C3.2 WATERLINE DETAILS 9 S1.0 WATER TANK FOUNDATION PLAN 10 E1 SYMBOLS, ABBREV., CODES, STANDARDS & SHEET INDEX 11 E2 ELECTRICAL SINGLE LINE DIAGRAM, PANELBOARD SCHEDULE & DETAILS 12 E3 SITE PLAN 13 E4 GENERAL CONSTRUCTION & GENERAL DEMOLITION NOTES 30391.001 ELECTRICAL ENGINEER: AURUM CONSULTING ENGINEERS CONTACT: CHARLES DENLY, EE 60 GARDEN COURT #20 MONTEREY, CA 93940 PHONE: 831-646-3330 S:\Projects\21504 Water Tank Replacement Big Basin SP\CAD\1 COVER SHEET.dwg, 9/21/2015 10:02:46 AM
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CALIFORNIA DEPARTMENT OF PARKS AND RECREATION
ACQUISITION AND DEVELOPMENT DIVISION
GENERAL NOTES
SHEET INDEX
WATER TANK REPLACEMENT
BIG BASIN REDWOODS STATE PARK
CO
VE
R S
HE
ET
CSFM # 01-44-11-0008
PARK ADDRESS
BIG BASIN REDWOODS STATE PARK
21600 BIG BASIN WAY
BOULDER CREEK, CA 95006
SANTA CRUZ COUNTY
LAT: 37.180573 N
LONG: -122.225465 W
1. ALL MATERIALS SHOWN OR NOTED ON THE PLANS ARE NEW UNLESS CALLED OUT OTHERWISE.
2. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS, BUT SHALL RELY ONLY ON THE WRITTEN
DIMENSIONS GIVEN. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING
CONDITIONS SHOWN OR DIMENSIONED HERE. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE STATE REPRESENTATIVE FOR RESOLUTION BEFORE PROCEEDING WITH
THAT PORTION OF THE WORK.
3. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION AT DATE OF PLAN APPROVAL OF THE
FOLLOWING LISTED CODES, AND ALL OTHERS HAVING JURISDICTION OVER THE WORK.
3.1. 2013 EDITION OF THE CALIFORNIA BUILDING CODE.
3.2. 2013 EDITION OF THE CALIFORNIA ELECTRICAL CODE.
3.3. 2013 EDITION OF THE CALIFORNIA PLUMBING CODE.
3.4. 2013 ADA STANDARDS FOR ACCESSIBLE DESIGN.
3.5. CONDUCT ALL WORK IN ACCORDANCE WITH THE LATEST SAFETY RULES AND REGULATIONS
OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION OVER THE WORK. ALL WORK
SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. WHERE DETAILED
INFORMATION OR CLARIFICATION IS REQUIRED THE MATTER SHALL BE REFERRED TO THE
STATE'S REPRESENTATIVE FOR WRITTEN RESOLUTION.
4. CONSTRUCTION ACTIVITIES ARE LIMITED TO SEPTEMBER 16TH THROUGH MARCH 23RD.
PROJECT MAY BE SUBJECT TO OVERSIGHT BY A STATE PARKS ENVIRONMENTAL MONITOR. THE
PROJECT WILL BE SUBJECT TO CONSTRUCTION MILESTONES.
5. MAPS WERE PREPARED USING THE FOLLOWING:
5.1. BIG BASIN REDWOODS STATE PARK WATER SYSTEM IMPROVEMENTS PLANS, SHEET C-20,
DATED JUNE 2007.
5.2. BIG BASIN REDWOODS STATE PARK WATER TREATMENT PLANT VALVELESS FILTER &
STORAGE TANK PLANS, SHEET 6, DATED JUNE 1961.
6. ALL ROADS AND PARKING AREAS ARE DIRT AND DIMENSIONS ARE APPROXIMATE.
7. SITE ACCESS IS LIMITED TO 10' WIDE LOADS DUE TO THE VEHICLE GATES AND SECTIONS OF THE
ROAD ARE LIMITED TO 10 FEET WIDE ACROSS.
8. LOCATION OF ALL UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY THE
LOCATION OF UTILITIES PRIOR TO EARTHWORK.
VICINITY MAP
N
S
W E
LOCATION MAP
N
S
W E
MAIN PARK
ENTRANCE
NOT TO SCALE
NOT TO SCALE
SCOPE
THIS PROJECT INCLUDES THE DESIGN FOR THE FOLLOWING IMPROVEMENTS TO THE CLEARWELL
2. INSTALL TEMPORARY WATER STORAGE IMPROVEMENTS INCLUDING:
2.1. TIE-IN CONNECTION TO THE WATER TREATMENT PLANT (E) TREATED WATER LINE;
2.2. TWO 8,050 GALLON CHLORINE CONTACT TANKS;
2.3. 260 FEET OF 2"Ø PVC ABOVEGROUND WATER LINE; AND
2.4. TIE-IN CONNECTION THE THE (E) 6"Ø DISTRIBUTION MAIN
3. INSTALL ENGINEERED CONCRETE SLAB FOUNDATION;
4. INSTALL ONE (1) 50,000 GALLON STAINLESS STEEL WATER TANK WITH THE FOLLOWING:
4.1. 2"Ø INLET AND 6"Ø OUTLET;
4.2. 4"Ø OVERFLOW AND 4"Ø DRAIN WITH DECHLORINATION SYSTEM;
4.3. 2"Ø RECIRCULATION INLET;
4.4. SIDE ACCESS MANWAY;
4.5. ROOF MANWAY AND INTERIOR ACCESS LADDER;
4.6. GUARD RAIL, EXTERIOR LADDER AND SAFETY CAGE;
4.7. LEVEL INDICATOR;
4.8. ULTRASONIC LEVEL SENSOR;
4.9. TANK VENT;
4.10. INLET MANIFOLD;
4.11. TANK MIXER EDUCTOR AND ASSOCIATED RECIRCULATION SYSTEM; AND
4.12. SAMPLE TAPS
5. INSTALL RECIRCULATION SYSTEM W/ A 2" LINE, PUMP SYSTEM & CHLORINE INJECTION LOCATION;
6. INSTALL 1"Ø FILL LINE TO SUPPLY WATER FOR TANK CLEANING; AND
7. INSTALL ELECTRICAL CONDUIT TO WATER TANK EQUIPMENT AND RECIRCULATION PUMP SYSTEM.
G1.0
1
CONSULTANT INFORMATION
STRUCTURAL ENGINEER:
STREETER GROUP, INC.
CONTACT: BRAD STREETER
2571 MAIN STREET, SUITE C.
SOQUEL, CA 95073
PHONE: 831-477-1781
PROJECT
LOCATION
09-11-2015
CJC
PHH
CJC
BIG
B
AS
IN
R
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WO
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S S
TA
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P
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WA
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AN
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ME
NT
CO
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TR
UC
TIO
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OC
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EN
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(1
00
% S
UB
MIT
TA
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DPR ACCESS COMPLIANCE REVIEW
ACCESSIBILITY SECTION
SHEET NO.
DRAWING NO.
OF
DRAWN:
REVISIONS
CHECKED:
DATE
DESIGNED:
ACQUISITION &
DEVELOPMENT DIVISION
One Capitol Mall
95814-3229
Sacramento, CA
DATE:
ACCESSIBILITY COMPLIANCE AND STATE FIRE
MARSHAL SIGNED ORIGINALS ARE ON FILE AT
THE DEPARTMENT OF PARKS AND RECREATION,
NORTHERN SERVICE CENTER
CERTIFICATION #
Reviewed by Date
Reviewed by Date
Approval of this plan does not authorize or
approve any omission of deviation from
applicable regulations. Final approval is
subject to field inspection. One set of
approved plans shall be available on the
project site at all times.
CALIFORNIA STATE FIRE MARSHAL- APPROVED
SH
EET
TITL
E
22"x
34"
SH
EET.
IF
SH
EET
SIZ
E IS
SM
ALL
ER, TH
EN D
RA
WIN
G H
AS B
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RED
UC
ED.
13
CIVIL ENGINEER:
FALL CREEK ENGINEERING, INC.
CONTACT: PETER HAASE
1525 SEABRIGHT AVENUE
SANTA CRUZ, CA 95062
PHONE: 831-426-9054
GEOTECHNICAL ENGINEER:
BUTANO GEOTECHNICAL ENGINEERING
CONTACT: GREG BLOOM
231 GREEN VALLEY ROAD, SUITE E
FREEDOM, CA 95019
PHONE: 831-724-2612
SHEET INDEX
# SHEET TITLE
1 G1.0
COVER SHEET
2 G2.0
EXISTING SITE PLAN
3 C1.0
DEMOLITION PLAN
4 C2.0
WATER TANK IMPROVEMENTS
5 C2.1
TEMPORARY SITE IMPROVEMENTS
6 C3.0
TANK DETAILS
7 C3.1
TANK DETAILS
8 C3.2
WATERLINE DETAILS
9 S1.0
WATER TANK FOUNDATION PLAN
10 E1 SYMBOLS, ABBREV., CODES, STANDARDS
& SHEET INDEX
11 E2 ELECTRICAL SINGLE LINE DIAGRAM,
PANELBOARD SCHEDULE & DETAILS
12 E3
SITE PLAN
13 E4 GENERAL CONSTRUCTION & GENERAL
DEMOLITION NOTES
30391.001
ELECTRICAL ENGINEER:
AURUM CONSULTING ENGINEERS
CONTACT: CHARLES DENLY, EE
60 GARDEN COURT #20
MONTEREY, CA 93940
PHONE: 831-646-3330
S:\
Pro
ject
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Big
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dw
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DW
DW
D
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W
D
W
D
W
E
E
W
W
W
X
X
X
X
X
X
X
X
X
X
X
DW
DW
D
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D
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D
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D
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D
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D
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E
E
W
W
W
X
X
X
X
X
X
X
X
X
X
X
(E) WATER TREATMENT
FACILITY
(FF EL 1171')
(E) FACILITY
PARKING
TO (E) WATER
RESERVOIR
TO (E)
PUMP
STATION
(E) 50,000 GALLON
REDWOOD POTABLE
WATER STORAGE TANK
(FLOOR EL. 1161.1')
(E) DIRT ACCESS ROAD
(E) VEHICLE GATE
(E) CONCRETE TANK
FOUNDATION FOOTINGS
(EL. 1156.9')
(E) STAIRWAY
AND HANDRAIL
(LOCATION
APPROX.)
(E) 10,000 GALLON
REDWOOD TREATED
WATER BACKWASH TANK
(PAD EL. 1176')
(E) OVERFLOW
& DRAIN LINES
(E) GATE VALVE
(E) FENCE
(E) ELECTRICAL
LINE
(E) DOMESTIC WATER LINE
(E) WATER LINE
(E) GATE
(E) FILTER SUMP
AND CONCRETE PAD
(FF EL 1157.7')
MAINTAIN
REMAINDER
OF (E)
DRAIN
TO CREEK
(SEE SHEET
C2.0)
(E
) O
FF
IC
E
(E) MICROFILTRATION
SYSTEM
(E) CARBON
FILTER
(E) CONTROL
PANEL
(E) SINK &
WORKTABLE
(E) 4"Ø RAW
WATER LINE
(E) CULVERT INLET
(LOCATION APPROX.)
EX
IS
TIN
G S
IT
E P
LA
N
G2.0
2
09-11-2015
CJC
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TR
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N D
OC
UM
EN
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(1
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MIT
TA
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DPR ACCESS COMPLIANCE REVIEW
ACCESSIBILITY SECTION
SHEET NO.
DRAWING NO.
OF
DRAWN:
REVISIONS
CHECKED:
DATE
DESIGNED:
ACQUISITION &
DEVELOPMENT DIVISION
One Capitol Mall
95814-3229
Sacramento, CA
DATE:
ACCESSIBILITY COMPLIANCE AND STATE FIRE
MARSHAL SIGNED ORIGINALS ARE ON FILE AT
THE DEPARTMENT OF PARKS AND RECREATION,
NORTHERN SERVICE CENTER
CERTIFICATION #
Reviewed by Date
Reviewed by Date
Approval of this plan does not authorize or
approve any omission of deviation from
applicable regulations. Final approval is
subject to field inspection. One set of
approved plans shall be available on the
project site at all times.
CALIFORNIA STATE FIRE MARSHAL- APPROVED
SH
EET
TITL
E
22"x
34"
SH
EET.
IF
SH
EET
SIZ
E IS
SM
ALL
ER, TH
EN D
RA
WIN
G H
AS B
EEN
RED
UC
ED.
13
SYMBOLS LEGEND
ABBREVIATIONS
DIMENSION LINE
FACE OF MATERIAL
DETAIL NUMBER
1
SHEET NUMBER
REVISION NUMBER
DIMENSION LINE
CENTER LINE
1
A1
SECTION NUMBER
SHEET NUMBER
A
A1
X'-X"
X'-X"
C
L
(E) DIRT ROAD
(E) BUILDINGS
(E) DOMESTIC WATER LINE
(E) WATER LINE
(E) ELECTRICAL LINE
TO BE ABANDONED
DOMESTIC WATER LINE
WATER LINE
WATER LINE (BGS)
ELECTRICAL LINE
DIRECTION OF FLOW
(E) FENCE
GATE VALVE
CHECK VALVE
PUMP
ORIFICE
EDUCTOR
BLOW OFF
PULL BOX
DW
W
AMERICAN CONCRETE INSTITUTE
ANALOG INPUT
ABOVE GROUND SURFACE
ANALOG OUPUT
APPROXIMATE
AMERICAN SOCIETY FOR TESTING
AND MATERIALS
AMERICAN WATER WORKS
ASSOCIATION
BELOW GROUND SURFACE
CLEAR
CONCRETE
DUCTILE IRON/DIGITAL INPUT
DIAMETER
DIGITAL OUTPUT
DRAWINGS
EXISTING
EACH
ELEVATION
EQUAL
ET CETERA
FINISHED FLOOR
FINISHED GRADE
FOOT OR FEET
GAUGE
GALLON
GALVANIZED
GALLON PER MINUTE
HORIZONTAL TO VERTICAL
INCORPORATED
INVERT
LINEAR
MINIMUM
MANUFACTURER
ON CENTER
OVERFLOW
ORIGINAL GROUND
POINT OF CONNECTION
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POLYVINYL CHLORIDE
REQUIRED
STREETER GROUP INCORPORATED
SQUARE
STAINLESS STEEL
STATION
STANDARD
STORMWATER SOIL LOSS
POLLUTION PREVENTION
TEMPORARY
TO BE ABANDONED
TO BE DETERMINED
TO BE REMOVED
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
WITH
WATER TREATMENT PLANT
DIAMETER
ACI
AI
AGS
AO
APPROX.
ASTM
AWWA
BGS
CLR
CONC.
DI
DIA
DO
DWGS
(E)
EA
EL
EQ.
ETC.
FF
FG
FT
GA
GAL
GLV
GPM
H:V
INC.
INV
LN
MIN.
MFG.
O.C.
OF
OG
POC
P.S.F.
PSI
PVC
REQ;D.
SGI
SQ.
SS/SSTL
STA
STD
SWSLPP
(T)
TBA
TBD
TBR
TYP
U.N.O.
VERT
W/
WTP
Ø
SCALE: 1" = 10'
1
EXISTING SITE PLAN
N
S
W E
GRAPHIC SCALE: 1" = 10'
0' 10' 20'
E
X
MATERIALS LEGEND
CONCRETE
GRAVEL
ROAD
EARTH
BASE COURSE
AC PAVEMENT SECTION
FINAL BACKFILL
INITIAL BACKFILL
BEDDING COURSE
DENSE NATIVE MATERIAL
E
DW
30391.002
PB
E
W
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(E) FILTER
SUMP (TBR)
(E) CONCRETE
PAD (TBR)
DW
DW
D
W
D
W
D
W
D
W
D
W
D
W
E
E
W
W
W
X
X
X
X
X
X
X
X
X
X
X
DW
DW
D
W
D
W
D
W
D
W
D
W
D
W
E
E
W
W
W
X
X
X
X
X
X
X
X
X
X
X
(E) WATER TREATMENT
FACILITY
(FF EL 1171')
(E) FACILITY
PARKING
TO (E) WATER
RESERVOIR
TO (E)
PUMP
STATION
MAINTAIN (E) 10,000 GALLON
REDWOOD TREATED
WATER BACKWASH TANK
(PAD EL 1176')
(E) DIRT ACCESS ROAD
(E) VEHICLE GATE
MAINTAIN (E) STAIRWAY
AND HANDRAIL
(LOCATION APPROX.)
REMOVE FIVE
(E) CONCRETE
FOUNDATION
FOOTINGS
REMOVE (E) 50,000 GALLON
REDWOOD STORAGE TANK
REMOVE (E) FILTER SUMP
AND CONCRETE PAD
REMOVE (E) VALVE BOX
& ABANDON (E) GATE VALVE
ABANDON (E)
DISTRIBUTION MAIN
(~50 FEET)
ABANDON (E) OVERFLOW
AND DRAIN LINES
REMOVE (E) &
REPLACE W/ (N)
ELECTRICAL LINES
MAINTAIN (E) 4"Ø
WATERLINE FROM
WATER TREATMENT PLANT
(LOCATION APPROX.)
MAINTAIN (E)
DISTRIBUTION MAIN
TO PUMP STATION
APPROX. POINT
OF CONNECTION
(E) FENCE
(E) GATE
MAINTAIN REMAINDER OF (E) DRAIN
TO CREEK (SEE SHEET C2.0)
REMOVE & REINSTALL
(E) CHLORINE ANALYZER
ON NEW WATER TANK
CAP (E) DRAIN LINE
FROM FILTER SUMP
MAINTAIN ALL(E) WTP
EQUIPMENT
CAP (E)
DISTRIBUTION MAIN
MAINTAIN (E) CULVERT INLET
(LOCATION APPROX.)
MAINTAIN (E) 4"Ø
RAW WATER LINE
28' DIAMETER
12' HEIGHT
(E) WEIR
(TBR)
(E) 8" PIPE
(TO BE CAPPED)
(E) FILTER
SUMP (TBR)
DE
MO
LIT
IO
N P
LA
N
C1.0
3
30391.003
09-11-2015
CJC
PHH
CJC
BIG
B
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IN
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WO
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AN
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EP
LA
CE
ME
NT
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
(1
00
% S
UB
MIT
TA
L)
DPR ACCESS COMPLIANCE REVIEW
ACCESSIBILITY SECTION
SHEET NO.
DRAWING NO.
OF
DRAWN:
REVISIONS
CHECKED:
DATE
DESIGNED:
ACQUISITION &
DEVELOPMENT DIVISION
One Capitol Mall
95814-3229
Sacramento, CA
DATE:
ACCESSIBILITY COMPLIANCE AND STATE FIRE
MARSHAL SIGNED ORIGINALS ARE ON FILE AT
THE DEPARTMENT OF PARKS AND RECREATION,
NORTHERN SERVICE CENTER
CERTIFICATION #
Reviewed by Date
Reviewed by Date
Approval of this plan does not authorize or
approve any omission of deviation from
applicable regulations. Final approval is
subject to field inspection. One set of
approved plans shall be available on the
project site at all times.
CALIFORNIA STATE FIRE MARSHAL- APPROVED
SH
EET
TITL
E
22"x
34"
SH
EET.
IF
SH
EET
SIZ
E IS
SM
ALL
ER, TH
EN D
RA
WIN
G H
AS B
EEN
RED
UC
ED.
13
SCALE: 1" = 10'
1
DEMOLITION PLAN
N
S
W E
GRAPHIC SCALE: 1" = 10'
NOTE:
1. THE CONTRACTOR TO DETERMINE THE EXACT
LOCATION OF THE (E) WATER LINE FROM THE
WATER TREATMENT PLANT AND THE DISTRIBUTION
MAIN IN THE LOCATION OF THE TIE-IN PRIOR TO
TRENCHING.
SCALE: NTS
2
(E) 50,000 GALLON REDWOOD TANK (TBR)
NOTES:
1. THE TANK ROOF IS COMPOSED OF COMPOSITE SHINGLES AND HAS A 2:1 H:V SLOPE.
2. THE CONTRACTOR SHALL SALVAGE REDWOOD PLANKS AND JOISTS FOR PARK REUSE. THE STATE
REPRESENTATIVE SHALL DESIGNATE WHERE THE SAVAGED WOOD SHALL BE TAKEN.
3. THE CONCRETE FOOTING IN THE FRONT OF THE TANK (CLOSEST TO THE CREEK) IS 1' DEEPER THAN THE
OTHER FOOTINGS, WHICH ARE TYPICALLY 3' IN HEIGHT. THE FOOTINGS ARE APPROXIMATELY 2 FEET
ABOVE GROUND SURFACE, EXCEPT FOR THE EASTERN FOOTING LOCATED NEAR THE TOE OF THE SLOPE,
WHERE EROSION HAS RESULTED IN THE FOOTING EXPOSED ONLY 15" ABOVE GROUND SURFACE.
4. THERE ARE FOURTEEN (14) 4" X 10" REDWOOD CHINE JOISTS AT 24" ON CENTER ABOVE AND
PERPENDICULAR TO THE CONCRETE FOOTINGS.
5. THE INFORMATION PROVIDED ON THE EXISTING WATER TANK IS FROM BIG BASIN REDWOODS STATE
PARK WATER TREATMENT PLANT VALVELESS FILTER & STORAGE TANK PLANS, SHEET 6, DATED JUNE 1961.
6. THE CHLORINE ANALYZER SHALL BE INSTALLED ON THE OUTLET OF THE (T) CONTACT TANKS DURING THE
CONSTRUCTION PERIOD. AFTER CONSTRUCTION IS COMPLETE, THE ANALYZER SHALL BE PLACED ON THE
NEW 50,000 GALLON STAINLESS STEEL WATER TANK.
0' 10' 20'
REMOVE AND REINSTALL
(E) CHLORINE ANALYZER
ON NEW 50,000 GAL TANK
REMOVE ALL (E)
ABOVEGROUND
PIPING
(E) DIRT ROAD
(E) BUILDINGS
(E) DOMESTIC WATER LINE
(E) WATER LINE
(E) ELECTRICAL LINE
TO BE ABANDONED
DIRECTION OF FLOW
FENCE
GATE VALVE
DW
W
E
X
LEGEND:
REMOVE (E) LADDER
REMOVE (E)
COMPOSITE ROOF
SCALE: NTS
3
(E) FILTER SUMP & CONRETE PAD (TBR)
NOTES:
1. THE DIMENSIONS OF THE OVEFLOW BASIN ARE
4' WIDE BY 5'-6" LONG BY 2'-6" HIGH WITH 6"
THICK WALLS WITH REINFORCEMENT.
2. THE REINFORCED CONCRETE SLAB IS 8" THICK
WITH AN ADDITIONAL 1' DEEP BY 1' WIDE FOOTING
AROUND THE SLAB BASE AND IN THE CENTER.
3. THE WEIR IS A 3/16" IRON PLATE EMBEDDED 3/4"
INTO THE BASIN WALLS AND BOTTOM.
4. THE 8" CAST IRON PIPE SHALL BE CAPPED 6"
BELOW GROUND SURFACE. CONTRACTOR SHALL
VERIFY THE FITTING REQUIRED AS THERE IS A BEND BELOW THE GROUND SURFACE.
5. THE INFORMATION PROVIDED ON THE OVERFLOW BASIN IS FROM BIG BASIN REDWOODS
STATE PARK WATER TREATMENT PLANT VALVELESS FILTER & STORAGE TANK PLANS,
SHEET 6, DATED JUNE 1961.
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EX
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, 9
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01
5 1
0:0
3:0
3 A
M
DW
DW
D
W
D
W
D
W
D
W
D
W
D
W
W
W
W
X
X
X
X
X
X
X
X
X
X
X
E
E
E
E
W
D
W
D
W
D
W
D
W
D
W
DW
DW
DW
DWDW
BO
WATER TANK
IMPROVEMENTS
(E) 10,000 GALLON
REDWOOD TREATED
WATER BACKWASH
TANK
(E
) O
FF
IC
E
TO WATER
RESERVOIR
ROAD TO
(E) PUMP STATION
(E) DIRT ACCESS ROAD
(E) VEHICLE GATE
TIE-IN LOCATION
TO (E) DISTRIBUTION MAIN
DW
DW
(E) WATER
TREATMENT
FACILITY
ELECTRICAL
LINE
D
W
D
W
DW
D
W
80' OF 1"Ø FILL LINE
(CONNECT TO
(E) WATER LINE FROM
PANORAMIC TANK
INDICATED IN IMAGE BELOW)
FILL LINE CONNECTION
(SEE NOTE 2)
(E) 4"Ø RAW
WATER LINE
ABOVEGROUND
(HEIGHT VARIES)
(E) CULVERT INLET
TO BE PROTECTED
(LOCATION APPROX.)
BO
TEMPORARY SITE
IMPROVEMENTS
BO
B
B
A
B
E
F
D
G
GF
A
C
DW
DWDW
DW
DW
DW
D
W
W
W
W
W
E
E
E
E
E
E
EE
E
BO
WATER TANK
FOUNDATION
4"Ø OVERFLOW
& 4"Ø DRAIN
2"Ø INLET
LADDER AND
SAFETY CAGE
(SEE NOTE 3)
MANWAY
(SEE NOTE 3)
50,000 GALLON
WATER TANK
6"Ø OUTLET
2"Ø RECIRCULATION
LINE
6"Ø AIR VENT
WITH CAP
RECIRCULATION
PUMP
GATE VALVE
(SEE NOTE 1)
6"Ø WATER MAIN
CHECK VALVE
DECHLORINATION
SYSTEM
TIE-IN TO (E) DRAIN LINE
(SEE NOTE 2)
CHLORINE
INJECTION
LOCATION
CONNECT CHLORINE ANALYZER
DRAIN LINE TO OVERFLOW
AT AIR GAP
INSTALL (E) CHLORINE
ANALYZER ON PEDESTAL
& CONCRETE PAD
PULL BOX
(TYP)
GUARDRAILS
PER OSHA
STANDARDS
(SEE NOTE 3)
TRENCH
TIE-IN TO VALVE INSTALLED DURING
(T) IMPROVEMENTS (SEE NOTE 4)
BO
2"Ø BLOWOFF
CAP (E) 6"Ø MAIN
WA
TE
R T
AN
K IM
PR
OV
EM
EN
TS
C2.0
4
09-11-2015
CJC
PHH
CJC
BIG
B
AS
IN
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WO
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S S
TA
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P
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WA
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(1
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DPR ACCESS COMPLIANCE REVIEW
ACCESSIBILITY SECTION
SHEET NO.
DRAWING NO.
OF
DRAWN:
REVISIONS
CHECKED:
DATE
DESIGNED:
ACQUISITION &
DEVELOPMENT DIVISION
One Capitol Mall
95814-3229
Sacramento, CA
DATE:
ACCESSIBILITY COMPLIANCE AND STATE FIRE
MARSHAL SIGNED ORIGINALS ARE ON FILE AT
THE DEPARTMENT OF PARKS AND RECREATION,
NORTHERN SERVICE CENTER
CERTIFICATION #
Reviewed by Date
Reviewed by Date
Approval of this plan does not authorize or
approve any omission of deviation from
applicable regulations. Final approval is
subject to field inspection. One set of
approved plans shall be available on the
project site at all times.
CALIFORNIA STATE FIRE MARSHAL- APPROVED
SH
EET
TITL
E
22"x
34"
SH
EET.
IF
SH
EET
SIZ
E IS
SM
ALL
ER, TH
EN D
RA
WIN
G H
AS B
EEN
RED
UC
ED.
13
SCALE: 1" = 10'
1
SITE IMPROVEMENT PLAN
N
S
W E
GRAPHIC SCALE: 1" = 10'
0' 10' 20'
SCALE: 1" = 4'
2
WATER TANK IMPROVEMENTS
N
S
W E
GRAPHIC SCALE: 1" = 4'
0' 4' 8'
NOTES:
1. THE LOCATION OF THE (E) DISTRIBUTION MAIN IS APPROXIMATE. THE CONTRACTOR TO
LOCATE THE EXISTING LINE PRIOR TO TIE-IN CONNECTIONS.
2. THE FILL LINE SHALL TERMINATE ADJACENT TO THE WATER TANK WITH A CHECK VALVE,
GATE VALVE AND PIPE CONNECTION TO MEET STATE REPRESENTATIVE REQUIREMENTS.
NOTES:
1. THE 2" INLET SHALL BE CONNECTED TO THE (E) WATER LINE FROM THE WATER TREATMENT PLANT. CONTRACTOR SHALL LOCATE
AND INTERCEPT THE EXISTING LINE AND CONNECT THE NEW INLET BELOW THE GROUND SURFACE.
2. THE OVERFLOW AND DRAIN LINE SHALL BE CONNECTED TO THE (E) DRAIN TO CREEK. CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION THAT THE (E) DRAIN LINE IS LOCATED TO CONNECT THIS PIPE.
3. LOCATION OF MANWAY, GUARDRAILS AND LADDER AND SAFETY CAGE IS APPROXIMATE AND THE FINAL LOCATION SHALL BE
FIELD VERIFIED AND APPROVED BY STATE REPRESENTATIVE.
4. TIE-IN TO THE DISTRIBUTION SYSTEM SHALL BE TO THE GATE VALVE INSTALLED DURING (T) IMPROVEMENTS SHOWN ON DETAIL 1
OF SHEET C2.1.
LEGEND:
30391.004
PIPE SCHEDULE
LINE PIPE
LENGTH
(FT)
DESCRIPTION
A 1"Ø SCH 40 PVC 80 FILL LINE FROM BACKWASH TANK
B 2"Ø SCH 80 PVC 260
(T) LINE FROM (E) TREATED WATER LINE TO (E) DISTRIBUTION MAIN (AGS)
C 2"Ø SCH 40 PVC 20 RECIRCULATION LINE FROM 6"Ø OUTLET TO TANK EDUCTOR
D 4"Ø C900 PVC 20OVERFLOW/DRAIN LINE FROM 50,000 GALLON WATER TANK
E 6"Ø C900 PVC 30
50,000 GALLON WATER TANK OUTLET TO (E) DISTRIBUTION MAIN
F 1"Ø SCH 40 PVC 90 ELECTRICAL LINE FROM WTP TO RECIRCULATION PUMP
G 1-1/4"Ø SCH 40 PVC 50ELECTRICAL LINE FROM WTP TO 50,000 GALLON WATER TANK
PIPE SCHEDULE NOTES:
1. THE PIPE SCHEDULE DOES NOT INCLUDE PIPE INFORMATION FOR THE PIPES ABOVE GROUND CONNECTED TO THE 50,000
GALLON WATER TANK.
2. LINE B IS AN ABOVE GROUND TEMPORARY LINE THAT SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE.
(E) DIRT ROAD
(E) BUILDINGS
(E) DOMESTIC WATER LINE
(E) WATER LINE
(E) ELECTRICAL LINE
TO BE ABANDONED
DOMESTIC WATER LINE
WATER LINE
WATER LINE (BGS)
ELECTRICAL LINE
DIRECTION OF FLOW
(E) FENCE
GATE VALVE
CHECK VALVE
PUMP
BLOW OFF
PULL BOX
DW
W
E
X
DW
E
W
BO
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SP\C
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/2
1/2
01
5 1
0:0
3:1
3 A
M
DW
DW
D
W
W
W
W
X
X
X
X
X
X
W
D
W
D
W
D
W
D
W
D
W
DW
DW
DW
DWDW
TO WATER
RESERVOIR
TWO (2) 8,050 GALLON
(T) CONTACT TANKS
MIN 10'
195' OF (T) 2"Ø PVC
WATER LINE
ABOVEGROUND
(E) 4"Ø RAW
WATER LINE
ABOVEGROUND
(HEIGHT VARIES)
(E) CULVERT INLET
TO BE PROTECTED
(LOCATION APPROX.)
(T) LINE TO
(E) CHLORINE
ANALYZER
MIN 3'
4' MIN.
PROTECT (T) 2"Ø PVC
WITH PIPE RAMP/
SPEED BUMP
(E) REDWOOD
TANK (TBR)BO
(T) WATER TREATMENT
PLANT IMPROVEMENTS
(E) FILTER SUMP AND
CONCRETE PAD (TBR)
TO (E) REDWOOD TANK
(E) MICROFILTRATION
SYSTEM
FROM (E)
CARBON
FILTER
RELOCATE CHLORINE
INJECTION LOCATION
4"Ø BUTTERFLY VALVE
(CLOSED DURING
CONSTRUCTION)
4"Ø X 2"Ø TEE
W/ 2"Ø GATE VALVE
2"Ø PVC TEMP LINE TO
(T) CONTACT TANKS
(E) FITTING
(E) 4"Ø TREATED
WATER LINE
CONNECT TO
(E) CHLORINE
DOSING PUMP
(E) PIPE
STRAP
BO
GATE VALVE
BO
2"Ø BLOWOFF
CAP (E) 6"Ø MAIN
6"Ø
TEE
(E) DISTRIBUTION
MAIN (TBR)
(T) 2"Ø PVC
ABOVEGROUND
(SEE NOTE 3)
30"
W
W
W
D
W
D
W
DWDW
DWDW
DWDW
DW
DW
DW
W
(E) OFFICE
TWO (2) 8,050 GALLON
(T) CONTACT TANKS
(E) MICROFILTRATION
SYSTEM
(E) CARBON
FILTER
APPROX. 65' OF
ABOVEGROUND
(T) 2"Ø PVC
195' OF (T) 2"Ø PVC
WATER LINE
ABOVEGROUND
(E) CONTROL
PANEL
(E) 4"Ø RAW
WATER LINE
ABOVEGROUND
(HEIGHT VARIES)
(E) CULVERT INLET
TO BE PROTECTED
(LOCATION APPROX.)
3
C2.1
C2.1
(E) ELECTRICAL
PANEL
(E) TREATED
WATER PIPE
TEMPORARILY INSTALL
(E) CHLORINE ANALYZER
DURING CONSTRUCTION
(E) SINK & WORK TABLE
(SINK LOCATION APPROX.)
(T) LINE FROM (T) CONTACT TANKS OUTLET &
TO (E) CHLORINE ANALYZER (DRAIN TO SINK)
TO (T) 8,050 GALLON
CONTACT TANKS
(E) MAIN ENTRANCE
2"Ø GATE VALVE
(T) 2"Ø BALL
VALVE
(T) SADDLE FOR (T) CHLORINE
ANALYZER LINE
(T) 2"Ø BALL
VALVE
PROFILE
10'-0" OD TANK
14'-4" S
HE
LL LE
NG
TH
15'-5"
16
'-1" O
VE
RA
LL H
EIG
HT
11 1/2"
R
2
"
INLET
OUTLET
FLEXIBLE
COUPLING
13'-2"
6"
PLAN
0°
60°
90°
120°
180°
240°
270°
300°
11"
2
'
-
0
"
(
2
)
P
L
2
'
-
4
"
(
2
)
P
L
323°
37°
154°
206°
1'-6 3/4"
87°
273°
TE
MP
OR
AR
Y S
IT
E IM
PR
OV
EM
EN
TS
C2.1
5
09-11-2015
CJC
PHH
CJC
BIG
B
AS
IN
R
ED
WO
OD
S S
TA
TE
P
AR
K
WA
TE
R T
AN
K R
EP
LA
CE
ME
NT
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
(1
00
% S
UB
MIT
TA
L)
DPR ACCESS COMPLIANCE REVIEW
ACCESSIBILITY SECTION
SHEET NO.
DRAWING NO.
OF
DRAWN:
REVISIONS
CHECKED:
DATE
DESIGNED:
ACQUISITION &
DEVELOPMENT DIVISION
One Capitol Mall
95814-3229
Sacramento, CA
DATE:
ACCESSIBILITY COMPLIANCE AND STATE FIRE
MARSHAL SIGNED ORIGINALS ARE ON FILE AT
THE DEPARTMENT OF PARKS AND RECREATION,
NORTHERN SERVICE CENTER
CERTIFICATION #
Reviewed by Date
Reviewed by Date
Approval of this plan does not authorize or
approve any omission of deviation from
applicable regulations. Final approval is
subject to field inspection. One set of
approved plans shall be available on the
project site at all times.
CALIFORNIA STATE FIRE MARSHAL- APPROVED
SH
EET
TITL
E
22"x
34"
SH
EET.
IF
SH
EET
SIZ
E IS
SM
ALL
ER, TH
EN D
RA
WIN
G H
AS B
EEN
RED
UC
ED.
13
SCALE: 1" = 10'
2
TEMPORARY WATER TREATMENT PLANT IMPROVEMENTS
30391.005
SCALE: AS DIMENSIONED
3
TEMPORARY 2"Ø CONNECTION TO TREATED WATER LINE
RELOCATE CHLORINE
INJECTION LOCATION
UPSTREAM TO
ACCOMMODATE
TEMPORARY
IMPROVEMENTS
(E) MICROFILTRATION
SYSTEM
(E) 4"Ø TREATED
WATER LINE
8,050 GALLON WATER POLY STORAGE TANK (SCALED AS DIMENSIONED)
4
TEMPORARY CONTACT TANKS
NOTES:
1. THE TANKS AND ALL ASSOCIATED PIPING AND VALVES SHALL BE RATED FOR POTABLE WATER AND MEET
NSF 61 STANDARDS.
2. CONTRACTOR TO LEVEL THE GROUND SURFACE TO ENSURE THAT BOTH TANKS ARE PLUMBED AT THE
SAME ELEVATION AND LEVEL.
3. THE TWO TEMPORARY CONTACT TANKS SHALL BE PLUMBED IN PARALLEL WITH THE OUTLET LOCATED 180°
FROM THE INLET TO PREVENT SHORT CIRCUITING.
4. INSTALL (E) ULTRASONIC LEVEL SENSOR IN ONE OF THE (T) CONTACT TANKS AND CONNECT CONDUIT TO
THE EXISTING WTP CONTROLLER. COORDINATE WITH STATE REPRESENTATIVE TO ENSURE THE EXISTING
CONTROLLER OPERATES PROPERLY AND WITH NEW SET POINTS.
5. A CHLORINE LEVEL OF 3.0 MG/L IS REQUIRED TO MEET CHLORINE CONTACT DURING THE WORSE CASE
SCENARIO AT THE PARK USING TWO OF 8,050 GALLON TANKS.
SCALE: 1" = 10'
1
TEMPORARY SITE IMPROVEMENT PLAN
NOTES:
1. THE CONTRACTOR SHALL PLUMB AND DISINFECT THE TEMPORARY IMPROVEMENTS PRIOR TO TIE-IN CONNECTIONS TO THE WATER SYSTEM AT THE WTP AND THE DISTRIBUTION MAIN.
2. SCHEDULING OF THE TIE-IN CONNECTIONS SHALL BE COORDINATED WITH THE STATE REPRESENTATIVE TO DRAIN THE (E) REDWOOD TANK AND TEMPORARILY SHUT DOWN THE WATER TREATMENT
SYSTEM. THE TIMING SHALL OCCUR TO LIMIT THE DOWN TIME OF THE WATER TREATMENT SYSTEM.
3. AFTER THE TIE-IN AT THE DISTRIBUTION MAIN OCCURS, THE GATE VALVE AND BLOWOFF SHALL REMAIN AS PART OF THE WATER TANK IMPROVEMENTS (SEE DETAIL 2 ON SHEET C2.0). THE GATE
VALVE SHALL REMAIN SHALL BE CLOSED DURING CONSTRUCTION AND THE 2" BLOWOFF TEMPORARILY CONNECTED TO THE (T) 2"Ø PVC ABOVEGROUND WATER LINE FROM THE (T) CONTACT TANKS.
4. THE (T) 2"Ø PVC SHALL BE REMOVED AFTER ALL IMPROVEMENTS HAVE BEEN COMPLETED AND THE (E) CHLORINE ANALYZER MOVED TO THE 50,000 GALLON WATER TANK.
5. SETBACKS INDICATED ON THIS PLAN ARE DESIGNATED TO PROVIDE ADEQUATE ACCESS AND TO PROTECT INFRASTRUCTURE DURING CONSTRUCTION.
GRAPHIC SCALE: 1" = 4'
0' 4' 8'
N
S
W
E
N
S
W E
GRAPHIC SCALE: 1" = 10'
0' 10' 20'
NOTE:
1. AFTER CONSTRUCTION
IS COMPLETE, THE
CONTRACTOR SHALL
CLOSE THE 2"Ø GATE
VALVE AND OPEN THE
4"Ø BUTTERFLY VALVE.
LEGEND:
(E) DIRT ROAD
(E) BUILDINGS
(E) DOMESTIC WATER LINE
(E) WATER LINE
(E) ELECTRICAL LINE
TO BE ABANDONED
DOMESTIC WATER LINE
WATER LINE
WATER LINE (BGS)
ELECTRICAL LINE
DIRECTION OF FLOW
(E) FENCE
GATE VALVE
CHECK VALVE
PUMP
BLOW OFF
PULL BOX
DW
W
E
X
DW
E
W
BO
(E) ULTRASONIC LEVEL SENOR
(TO BE INSTALLED IN ONE OF THE TANKS)
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8 A
M
30" MIN. BURY
TO PARK
DISTRIBUTION
MAIN
REFER TO
GEOTECHNICAL
REPORT
4"Ø DRAIN
20'
2% S
LOP
E FO
R
PO
SITIV
E D
RA
INA
GE
AW
AY
FRO
M TA
NK
2" SLOPE FOR
POSITIVE DRAINAGE
AWAY FROM TANK
PROFILE VIEW
CONCRETE SLAB
FOUNDATION
6" OUTLET
LADDER AND SAFETY CAGE
(OPPOSITE SIDE OF TANK)
MANWAY
LEVEL
INDICATOR
20.5'
12
1
3C3.0
2" INLET
LOCATED 180°
FROM 6" OUTLET
2C3.0
4" OVERFLOW
OUTLET
4C3.0
5C3.0
6C3.0
THRUST
BLOCK
2C3.2
1S1.0
ULTRASONIC
LEVEL SENSOR
(BULKHEAD FITTING)
7C3.0
4C3.0
RECIRCULATION
INLET (SEE NOTE 5)
REINSTATE (E)
CHLORINE ANALYZER
ON PEDESTAL &
CONCRETE PAD
AIR GAP
CONCRETE
BLOCK
PIPE SADDLE
CLAMP
SUPPORT
SECTION B-B'
LOCKABLE HOOP
B
B'
HOOP
BAR
CAGE
DETAIL A
8
7
6
5
4
3
2
1
0
ALUMINUM
CAST
INDICATOR
SSTL CABLE
CLAMP
GAGE BOARD
14 GA GLV STEEL
TOP ANCHOR
ASSEMBLY
TANK TOP
TANK BOTTOM
FRONT VIEW
GAUGE BOARD
14 GA GLV STEEL
INDICATOR
BRACKET
15-1/2"Ø
FLOAT
ALUMINUM 90 DEG
CASTING
ASSEMBLY
GLV NIPPLE
TOP ANCHOR
ASSEMBLY
TANK TOP
GUIDE WIRE
11 GA 316 SSTL
FLOAT CABLE
1
16
" 316 SSTL
17"
SS CABLE CLAMP
SECTION VIEWBACK VIEW
(INSIDE TANK)
LOCKING HASP
1
2
" FLAT WASHER
1
2
" HEX NUT
FLANGE BOX ASSEMBLY
HINGE CLIP
MANWAY COVER
1
2
" X 14" LONG
BOLT
STRIP GASKET
24" SQ INSIDE
4"
2" MIN
CONCRETE
FOUNDATION
1S1.0
TANK WALL
6"Ø COMPANION
FLANGE
6"Ø STEEL
FLANGED PIPE
C200-80
6"Ø FLANGED
FLEXIBLE PIPE
CONNECTOR
6"Ø BRONZED GATE VALVE
8C3.0
SAMPLE TAP
SIDE VIEW
WATER
STORAGE TANK 6"Ø BRONZED CHECK VALVE
18"
PIPE
SUPPORT
SIDE VIEW
WATER
STORAGE TANK
2"Ø SCH
80 GLV STEEL PIPE
TANK WALL
(TYP)
2"Ø UNION
2"Ø BRONZED
BALL VALVE
CONCRETE
FOUNDATION
1S1.0
2"Ø LINE TO
WASTE
2"Ø FLEXIBLE COUPLING
CONNECT TO
(E) 4" PVC INLET BGS
TANK MIXING
IMPROVEMENTS
1C3.1
6"
4"X2"Ø REDUCER
2"Ø BALL
VALVE
SIDE VIEW
WATER
STORAGE
TANK
4"Ø DI SPOOL
TANK WALL
(TYP)
CONCRETE
FOUNDATION
1S1.0
CONNECT 4"Ø SPOOL TO
DECHLORINATION SYSTEM &
(E) DRAIN W/ MIN.1% SLOPE
12"
SPOOL LENGTH TO BE
FIELD VERIFIED (TYP)
4"Ø DI ELBOW
4"Ø DI ELBOW
6"
OVERFLOW
DRAIN
SEE SECTION VIEW ABOVE
AIR GAP ON OVEFLOW
4"Ø GATE VALVE
ON DRAIN
4" DI 90° ELBOW
4" DI SPOOL
SECTION VIEW
4"Ø GATE VALVE
& VALVE BOX
4"Ø DI 90° ELBOW
4"Ø TEE TO
DECHLORINATION
SYSTEM
4"Ø DI 90° ELBOW
OVERFLOW
DRAIN
4"Ø DI 90° ELBOW
3C3.2
SCREENED
AIR GAP
4"X6" REDUCER
DRAIN LINE FROM
CHLORINE ANALYZER
7C3.1
DETAIL A
CARRIAGE
BOLT
HOOP
NUT
BAR CAGE
TA
NK
D
ET
AILS
C3.0
09-11-2015
CJC
PHH
CJC
BIG
B
AS
IN
R
ED
WO
OD
S S
TA
TE
P
AR
K
WA
TE
R T
AN
K R
EP
LA
CE
ME
NT
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
(1
00
% S
UB
MIT
TA
L)
DPR ACCESS COMPLIANCE REVIEW
ACCESSIBILITY SECTION
SHEET NO.
DRAWING NO.
OF
DRAWN:
REVISIONS
CHECKED:
DATE
DESIGNED:
ACQUISITION &
DEVELOPMENT DIVISION
One Capitol Mall
95814-3229
Sacramento, CA
DATE:
ACCESSIBILITY COMPLIANCE AND STATE FIRE
MARSHAL SIGNED ORIGINALS ARE ON FILE AT
THE DEPARTMENT OF PARKS AND RECREATION,
NORTHERN SERVICE CENTER
CERTIFICATION #
Reviewed by Date
Reviewed by Date
Approval of this plan does not authorize or
approve any omission of deviation from
applicable regulations. Final approval is
subject to field inspection. One set of
approved plans shall be available on the
project site at all times.
CALIFORNIA STATE FIRE MARSHAL- APPROVED
SH
EET
TITL
E
22"x
34"
SH
EET.
IF
SH
EET
SIZ
E IS
SM
ALL
ER, TH
EN D
RA
WIN
G H
AS B
EEN
RED
UC
ED.
13
SCALE: 1" = 5'
1
50,000 GALLON WELDED STAINLESS STEEL TANK
SCALE: NTS
2
TYPICAL INLET PIPE CONNECTION
SCALE: NTS
3
TYPICAL OUTLET PLUMBING
SCALE: NTS (SUPPLIED BY TANK MANUFACTURER)
5
TYPICAL BOLTED ACCESS MANWAY
ADJUSTABLE PIPE SADDLE CLAMP SUPPORT NOTES:
1. SIZES VARY BY MANUFACTURER
2. ALL PIPE SUPPORTS SHALL BE STEEL WITH A
CORROSION RESISTANT, GALVANIZED FINISH.
3. EXTENSION PIPE SHALL BE 2" SCH 40
4. SUPPORT SIZE: 6"
5. STRAP SIZE: 1/2" X 2"
6. THREAD STUD: 1" X 6"
7. BASE PLATE: 8" X 8" X 1/4"
8. MIN DIST. TO FLOOR: 7"
9. CLAMP SUPPORT SHALL BE SECURED TO A
PRECAST CONCRETE BLOCK WITH A MINIMUM OF
8" BY 8" TOP DIMENSION TO FIT THE BASE PLATE.
10. THE CONCRETE BLOCK SHALL BE EMBEDDED 12"
INTO NATIVE GROUND.
12" MIN
HEIGHT
VARIES
SCALE: NTS (INSTALL PER MANUFACTURER'S RECOMMENDATIONS)
6
TYPICAL LADDER AND SAFETY CAGE
SCALE: NTS
7
TYPICAL LEVEL INDICATOR
SCALE: AS DIMENSIONED
8
PIPE SUPPORT
6
TO PARK
DISTRIBUTION MAIN
TANK NOTES:
1. WELDED 304 STAINLESS STEEL TANK.
2. DESIGNED IN ACCORDANCE WITH AWWA D100-11
3. SEISMIC ZONE 4, I=1.25, RW=4.50, S=1.50 PER AWWA, 100 MPH
WIND LOAD PER AWWA, 25 PSF LIVE DECK LOAD, FLAT STEEL