95814-3229 water tank replacement

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

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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

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W E

LOCATION MAP

N

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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. 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

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CONSULTANT INFORMATION

STRUCTURAL ENGINEER:

STREETER GROUP, INC.

CONTACT: BRAD STREETER

2571 MAIN STREET, SUITE C.

SOQUEL, CA 95073

PHONE: 831-477-1781

PROJECT

LOCATION

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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

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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

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(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

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(E) MICROFILTRATION

SYSTEM

(E) CARBON

FILTER

(E) CONTROL

PANEL

(E) SINK &

WORKTABLE

(E) 4"Ø RAW

WATER LINE

(E) CULVERT INLET

(LOCATION APPROX.)

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SHEET NO.

DRAWING NO.

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DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

ACQUISITION &


One Capitol Mall

95814-3229

Sacramento, CA

DATE:





CERTIFICATION #

Reviewed by Date

Reviewed by Date








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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) 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

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30391.002

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SUMP (TBR)

(E) CONCRETE

PAD (TBR)

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(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) 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)

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30391.003

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SHEET NO.

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DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

ACQUISITION &


One Capitol Mall

95814-3229

Sacramento, CA

DATE:





CERTIFICATION #

Reviewed by Date

Reviewed by Date








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SCALE: 1" = 10'

1

DEMOLITION PLAN

N

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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


ON NEW 50,000 GAL TANK

REMOVE ALL (E)

ABOVEGROUND

PIPING

(E) DIRT ROAD

(E) BUILDINGS


(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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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) VEHICLE GATE

TIE-IN LOCATION

TO (E) DISTRIBUTION MAIN

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(E) WATER

TREATMENT

FACILITY

ELECTRICAL

LINE

D

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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.)

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TEMPORARY SITE

IMPROVEMENTS

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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)

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% S

UB

MIT

TA

L)



SHEET NO.

DRAWING NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

ACQUISITION &


One Capitol Mall

95814-3229

Sacramento, CA

DATE:





CERTIFICATION #

Reviewed by Date

Reviewed by Date








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


0' 10' 20'

SCALE: 1" = 4'

2

WATER TANK IMPROVEMENTS

N

S

W E


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) 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

S:\

Pro

ject

s\2

15

04

Wa

ter

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Rep

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ment

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TER T

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ENTS

.dw

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/2

1/2

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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


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

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WO

OD

S S

TA

TE

P

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WA

TE

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AN

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EP

LA

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NT

CO

NS

TR

UC

TIO

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OC

UM

EN

TS

(1

00

% S

UB

MIT

TA

L)



SHEET NO.

DRAWING NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

ACQUISITION &


One Capitol Mall

95814-3229

Sacramento, CA

DATE:





CERTIFICATION #

Reviewed by Date

Reviewed by Date








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.


0' 4' 8'

N

S

W

E

N

S

W E


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) 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)

S:\

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ter

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Rep

lace

ment

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sin

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\3

WA

TER T

AN

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PRO

VEM

ENTS

.dw

g, 9

/2

1/2

01

5 1

0:0

3:1

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

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(1

00

% S

UB

MIT

TA

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SHEET NO.

DRAWING NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

ACQUISITION &


One Capitol Mall

95814-3229

Sacramento, CA

DATE:





CERTIFICATION #

Reviewed by Date

Reviewed by Date








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


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

BOTTOM.

4. TANK ACCESSORIES TO INCLUDE:

4.1. 6" VENT WITH

1

2

" MESH SCREEN

4.2. 24" SQUARE ROOF MANWAY W/ INTERNAL LADDER

4.3. OUTSIDE STAINLESS STEEL LADDER W/ SAFETY CAGE

AND LOCKABLE ENTRY HOOP

4.4. LIQUID LEVEL INDICATOR W/ BOARD

4.5. 8" INTERNAL OVERFLOW WEIR

4.6. SIDE ACCESS HATCH NOMINAL OPENING, 36" DIA.

5. RECIRCULATION INLET (1-1/2"Ø), SEE DETAIL 3 ON SHEET C3.1.

30391.006

SCALE: NTS

4

TYPICAL OVERFLOW/DRAIN PLUMBING

NOTE:

1. AN INTERIOR LADDER TO BE INSTALLED INSIDE THE MANWAY PER

MANUFACTURER'S RECOMMENDATIONS.

TANK BUILDING ANALYSIS:

1. OCCUPANCY CLASSIFICATION AND USE:

2. BUILDING CONSTRUCTION TYPE:

3. NUMBER OF STORIES:

4. ACTUAL BUILDING HEIGHT:

5. BUILDING AREA:

6. AREA OF PROJECT:

UTILITY & MISC. GROUP U

TYPE IA

ONE

20 FEET*

330 SQUARE FEET*

425 SQUARE FEET*

* THIS ANALYSIS IS BASED ON A TYPICAL 50,000 GALLON STAINLESS STEEL TANK,

VALUES MAY VARY SLIGHTLY BASED ON THE MANUFACTURER SELECTED.

NOTES:

1. LADDER SHALL MEET OSHA STANDARDS.

2. THE STATE REPRESENTATIVE SHALL APPROVE THE

TYPE OF LADDER SELECTED.

S:\

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04

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Rep

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ment

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sin

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AD

\4

DET

AIL

S.d

wg

, 9

/2

1/2

01

5 1

0:0

3:3

4 A

M

1-1/2"Ø RECIRCULATION

INLET ENTERING TANK

2" INLET

ORIFICES

6"

1-1/2"Ø RECIRCULATION

INLET

2" INLET

1-1/2" TANK

MIXING EDUCTOR

6C3.1

2"X1-1/2"Ø REDUCER

EDUCTOR EFFECTIVE

FLOW FIELD

ORIFICES

2"Ø RECIRCULATION

LINE

45°

CHLORINE INJECTION

5C3.1

6"Ø OUTLET

2"Ø INLET

ORIFICE (TYP)

E

TANK MIXING

EDUCTOR

2"Ø RECIRULATION LINE

RECIRCULATION PUMP

4C3.1

6C3.1

2C3.1

2C3.1

TO PARK

DISTRIBUTION

MAIN

3C3.0

2C3.0

3C3.1

3C3.1

CHLORINE INJECTION

5C3.1

GUARD RAILS

(PER OSHA

STANDARDS)

LADDER AND

SAFETY CAGE

6C3.0

2"Ø BALL VALVE (NC)

HANDLE

FEED TUBE CAP

TABLET

FEED TUBE

INTERNAL BAFFLE

INTERMEDIATE

FLOW TIER

UPPER FLOW TIER

INERT DRAINAGE TIER

OUTLETINLET

2"Ø TEE

2"Ø BALL VALVE (NC)

2"Ø PVC CAP

6" STANDPIPE

(E) CHLORINE

ANALYZER

50,000 GALLON

STORAGE TANK

TO DISTRIBUTION

SYSTEM

ULS

1

LV

1

LV

2

FROM

WTP

RECIRCULATION LINE

P

1

(E) CHLORINE

ANALYZER

CA

1

RECIRCULATION

PUMP

TA

NK

D

ET

AILS

C3.1

09-11-2015

CJC

PHH

CJC

BIG

B

AS

IN

R

ED

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OD

S S

TA

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P

AR

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NT

CO

NS

TR

UC

TIO

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OC

UM

EN

TS

(1

00

% S

UB

MIT

TA

L)



SHEET NO.

DRAWING NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

ACQUISITION &


One Capitol Mall

95814-3229

Sacramento, CA

DATE:





CERTIFICATION #

Reviewed by Date

Reviewed by Date








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'

2

SECTION VIEW 1

7

SCALE: 1" = 5'

3

SECTION VIEW 2

SCALE: 1" = 5'

1

TANK MIXING IMPROVEMENTS

A

'

NOTE:

1. EDUCTOR SHALL BE DESIGNED TO HAVE AN

INLET FLOW RATE OF 58 GPM, CIRCULATION

RATE OF 290 GPM, AND EFFECTIVE FLOW

FIELD OF 24 FEET.


6

1-1/2" TANK MIXING EDUCTOR

TYPICAL CENTRIFUGAL PUMP

PUMP SYSTEM SPECIFICATIONS

PARAMETER PS#1

NUMBER OF PUMPS IN SYSTEM 1

FLOW RATE (GPM)

58

TOTAL DYNAMIC HEAD (FT)

70

PHASE 3

VOLTAGE (V)

230

HORSEPOWER (HP)

3

TOTAL FULL LOAD AMPERAGE (AMPS)

--

SCALE: NTS

4

RECIRCULATION PUMP DETAILS

NOTES:

1. THE RECIRCULATION PUMP SHALL BE ABOVE

GROUND, PLACED ON A 2.5' X 2.5' X 4" CONCRETE

PAD.

2. THE PUMP MOTOR CONTROLLER SHALL

OPERATE THE PUMP ON A TIMER TO MIX THE

WATER IN THE TANK AND PREVENT STAGNATION.

THE PUMP SHALL CYCLE ON FOR 15 MINUTES

EVERY HOUR.

3. THE PUMP SHALL BE RATED FOR POTABLE

WATER AND MEET NSF 61 STANDARDS.

WATER LINE (BGS)

GATE VALVE

CHECK VALVE

PUMP

ORIFICE

EDUCTOR

E

LEGEND:

30391.007


5

CHLORINE INJECTION

SCALE: NTS

7

DECHLORINATION SYSTEM

NOTES:

1. THE DECHLORINATION SYSTEM

(LOCATED ON THE TANK

DRAIN/OVERFLOW LINE) SHALL

ACCOMMODATE 2-5/8" ASCORBIC

ACID DECHLORINATION TABLETS

THAT ARE NON-TOXIC TO FISH

AND OTHER AQUATIC LIFE.

2. THE DECHLORINATION SYSTEM

TO BE INSTALLED IN VALVE BOX.

3. VALVE BOX SHALL HAVE GOPHER

WIRE AND 3" MIN OF CLEAN

GRAVEL INSTALLED AT BASE.

NOTE:

1. CHLORINE INJECTION SHALL

OCCUR MANUALLY, BY REMOVING

THE CAP, POURING CHLORINE INTO

THE STANDPIPE, REPLACING THE

CAP, AND OPENING THE BALL

VALVE. THE BALL VALVE SHALL BE

CLOSED ONCE THE CHLORINE HAS

ENTERED THE RECIRCULATION

LINE.

SCALE: NTS (FOR (E) CHLORINE ANALYZER)

8

PEDESTAL & CONCRETE PAD

CONTROL POINTS FOR WATER SYSTEM CONTROL PANEL

LABEL DESCRIPTION TYPE OTHER INFORMATION

LV-1 LEVEL FLOAT DI LOW LEVEL BACKUP FLOAT

LV-2 LEVEL FLOAT DI HIGH LEVEL BACKUP FLOAT

ULS-1 ULTRASONIC LEVEL SENSOR AI TANK HEIGHT IS 20'

CA-1 (E) CHLORINE ANALYZER AO EXISTING CHLORINE ANALZYER

P-1 RECIRCULATION PUMP DO 58 GPM, 70' TDH, 3 HP MOTOR

SCALE: NTS

9

PROCESS AND INSTRUMENTATION DIAGRAM

CONTROL SYSTEM NARRATIVE:

1. THE (E) CONTROL SYSTEM SHALL INTEGRATE CONTROL POINTS FROM THE ULTRASONIC LEVEL

SENSOR AND (E) CHLORINE ANALYZER TO OPERATE AS PROGRAMMED PRIOR TO

CONSTRUCTION TO SEND TANK LEVELS AND CHLORINE ANALYZER DATA TO THE OPERATOR.

2. THE SUBCONTROLLER SHALL MONITOR THE TWO BACKUP LEVEL FLOATS & THE RECIRCULATION

PUMP, INTEGRATED INTO THE (E) CONTROL SYSTEM TO ALLOW THE THE OPERATOR TO

MONITOR THE SYSTEM. THE RECIRCULATION PUMP SHALL CYCLE ON 15 MINUTES EVERY HOUR.

3. THE SUBCONTROLLER SHALL HAVE THE FOLLOWING ALARMS:

3.1. LOW LEVEL IN WATER STORAGE TANK

3.2. RECIRCULATION PUMP CYCLE COUNTER NOT LOGGING OVER SET POINT

THE OPERATOR SHALL BE ABLE TO DISABLE/ENABLE ALL ALARMS AND ADJUST ALARM SET

POINTS. ALL ALARMS SHALL HAVE A USER DEFINED DELAY BEFORE ACTIVATION.

4. THE SUBCONTROL SYSTEM SHALL LOG THE FOLLOWING INFORMATION

4.1. RECIRCULATION PUMP CYCLE COUNTER

4.2. TANK HIGH LEVEL OR LOW LEVEL

5. THE SUBCONTROL SYSTEM SHALL MONITOR AND DISPLAY:

5.1. RECCIRCULATION PUMP ON/OFF STATUS (P-1)

5.2. BACKUP FLOATS (LV-1 & LV-2)

6. THE OPERATOR INTERFACE FOR THE WATER SYSTEM MAIN CONTROLLER SHALL BE

ACCESSIBLE VIA AN INTRANET CONNECTION TO ALLOW THE OPERATOR TO MONITOR THE

SYSTEM REMOTELY, VIEW ALARMS, AND LOGS. THE INTERFACE WILL ALLOW FOR ALARM

NOTIFICATION VIA EMAIL OR TEXT MESSAGE.

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PIPE END TO

REMAIN ACTIVE

RESTRAINED FLANGED

COUPLING ADAPTER

BLIND FLANGE

GASKET

FTGS TO MATCH

PIPELINE, TYP

THRUST BLOCK

#4 REBAR LOOPED

AROUND VALVE

FINISHED

GRADE

2"x8"x16" CMU,

TYP ALL SIDES

EXTENSION TO

MATCH FINISHED

GRADE (AS REQ'D)

13"x24" TRAFFIC BOX

EXTENSIONS & COVER

STAMPED "WATER",

H/20 LOADING

2" GROUT,

TYP

PIPELINE

SQUARE

NUT

NOTES:

1. A CHRISTY G-5 VALVE BOX AND C.I. COVER MARKED "WATER"

MAY BE USED FOR VALVES 2" AND SMALLER.

2. ALL VALVE BOXES NOT INSTALLED IN THE ROAD SHALL HAVE A

CONCRETE COLLAR AROUND THE RIM.

NOTE:

1. MECHANICAL RESTRAINED

JOINTS ARE ACCEPTABLE IN LIEU

OF CONCRETE THRUST BLOCKS.

TABLE I

TABLE II

90° BEND 45° BEND

PIPE

SIZE

TEE OR

DEAD END

SAFE BEARING

PER SQ. FT.

LOAD, POUNDSSOIL

2"

3"

4"

6"

8"

10"

12"

14"

16" 23779 33628 18199 9278 4661

284

401 217 111 56

87

127

189

355

733

1261

1897

2683

3604

443

649

962

1810

3739

6433

9677

13685

18385

627

918

1361

2559

5288

9097

13685

19353

26001

339

497

736

1385

2862

4923

7406

10474

14072

173

253

375

706

1459

2510

3776

5340

7174

THRUST(T) AT FITTINGS, IN POUNDS AT 100 PSI WATER PRESSURE

SAFE BEARING LOADS (B)

10000

4000

3000

2000

1000

0

SOUND SHALE

CEMENTED SAND

AND GRAVEL

COARSE AND FINE

COMPACTED SAND

MEDIUM CLAY

(CAN BE SPADED)

SOFT CLAY

MUCK

A =

T

B

P

100

SB

T

X

WHERE:

A

SB

AREA OF BLOCK BEARING

AGAINST UNDISTURBED

TRENCH MATERIAL IN SQ. FT.

THRUST FACTOR FROM TABLE I

IN POUNDS AT 100 PSI

SAFE BEARING LOAD FROM

TABLE II IN POUNDS/SQ. FT.

PRESSURE USED FOR

PIPELINE TEST IN PSI

=

=

=

T

B

P T

T

A

SB

22 1/2°

BEND

11 1/4°

BEND

1 1/2"

2 1/2"

CHRISTY G-5 VALVE BOX

AND C.I. COVER.

VALVE BOX

SDR 35 PVC.

18" MIN.

WATER MAIN

OR 4" X 6"

GALV. PIPE

2" OR 4" ABS THREADED PLUG.

BACK OFF 2 TURNS

FROM HANDTIGHT.

4" SAND BEDDING

THRUST BLOCK

MARKED "B.O."

GALV. NIPPLE

EBBA SERIES 1100 PV

RETAINER GLAND W/

M.J. CAP OR PLUG,

TAPPED 2" OR 4" @

BOTTOM OF CAP

M.J. X M.J. X FLG. TEE

BRANCH AND RUN SAME

SIZE.

BLIND FLANGE TAPPED 2" OR

4" @ BOTTOM OF FLANGE.

IN-LINE APPLICATION

END-OF-MAIN APPLICATION

2" OR 4"

COUPLING

2" X 6"

OR PLUG.

GALVANIZED

2" OR 4"

12"

MIN.

6" MAX.

WITH 12" SAND ENVELOPE ABOVE PIPING

NOTES:

1. ALL GALV. PIPE AND FITTINGS SHALL BE BITUMASTIC PRIMED AND WRAPPED W/ PROTECTO

TAPE IN HALF LAPS.

2. BACKFILL SHALL BE 2-SACK SAND/CEMENT SLURRY.

3. BLOW-OFF ASSEMBLY SHALL DRAIN TO NEAREST STORMWATER CATCH BASIN.

FINISH

GRADE

EXTENSION

2####

(N) PAVEMENT

SECTION,

SEE NOTES

1 & 2

NOTES:

1. UNLESS OTHERWISE SPECIFIED, PERMANENT PAVEMENT SHALL

CONFORM IN QUALITY AND THICKNESS TO THE TYPE OF PAVEMENT

REMOVED; BUT IN NO CASE SHALL BE LESS THAN THREE INCHES

(3") OF ASPHALTIC CONCRETE ON SIX INCHES (6") OF BASE.

2. EXISTING PAVEMENT SHALL BE SAWCUT AND REMOVED IN SUCH A

MANNER SO AS NOT TO TEAR, BULGE OR DISPLACE ADJACENT

PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL WHEN

PRACTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO

STREET EDGE OF PAVEMENT.

3. ALL EXCAVATION BACKFILL AND COMPACTION SHALL, CONFORM TO

THE REQUIREMENTS OF DIVISION 31, SECTION 312000 - EARTHWORK

SPECIFICATIONS.

4. NO SOLID BLOCKING PERMISSIBLE BENEATH PIPE.

5. JETTING BACKFILL IS NOT PERMITTED.

6. TRENCH EXCAVATION SHALL CONFORM TO CAL-OSHA STANDARDS.

7. WATER PIPING CAN BE RAN IN THE SAME TRENCH AS THE

ELECTRICAL CONDUIT WITH THE WATER PIPING BELOW THE

ELECTRICAL CONDUIT WITH A TWELVE (12) INCH EARTH

SEPARATION.

8. PROTECT TREE ROOTS PER SPECIFICATION SECTION 015639, HAND

DIG WHERE NECESSARY. TREE PROTECTION ZONE IS 5 TIMES THE

DIAMETER-BREAST-HEIGHT OF THE TREE (TPZ = 5 X DBH).

(E) AC

PAVEMENT

SECTION

SUB-BASE

COURSE

MARKER TAPE, ±12"

BELOW (E) GRADE

MARKER TAPE, ±6"

BELOW BASE COURSE

INITIAL

BACKFILL

BEDDING

COURSE

FINISHED

GRADE

~~

~

PIPE AS SHOWN

ON PLANS

WATER

SEWER

ELECTRICAL CONDUIT

30

VARIES PER PLAN

24

UTILITY

NAME

MINIMUM COVER

(INCHES)

PIPE COVER REQUIREMENTS

FOR PIPES SMALLER THAN 12" Ø

(UNLESS NOTED OTHERWISE)

TELEPHONE CONDUIT 20

SEWER FORCE MAIN 28

FINAL

BACKFILL

~

BASE

COURSE

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SHEET NO.

DRAWING NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

ACQUISITION &


One Capitol Mall

95814-3229

Sacramento, CA

DATE:





CERTIFICATION #

Reviewed by Date

Reviewed by Date








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SCALE: NTS

3

TYPICAL BURIED VALVE

WATER LINE INSTALLATION NOTES:

1. NEW WATER LINES SHALL BE INSTALLED AT A MINIMUM HORIZONTAL

DISTANCE OF FOUR (4) FEET FROM, AND A MINIMUM VERTICAL DISTANCE OF

ONE (1) FOOT ABOVE EXISTING STORMWATER SEWER LINES.

2. NEW WATER LINES SHALL BE INSTALLED AT A MINIMUM HORIZONTAL

DISTANCE OF TEN (10) FEET FROM, AND A MINIMUM VERTICAL DISTANCE OF

TWO (2) FEET ABOVE EXISTING SANITARY SEWER LINES AND AT A MINIMUM

HORIZONTAL DISTANCE OF TWENTY FIVE (25) FEET FROM SANITARY

LEACHFIELDS.

3. WHERE THE ABOVE SEPARATION CAN NOT BE ACHIEVED, THE HORIZONTAL

AND VERTICAL DISTANCES SHALL BE MAXIMIZED, AND THE SECTIONS OF

WATER LINES INSTALLED CLOSE TO EXISTING STORMWATER AND SANITARY

SEWER LINES SHALL BE PLACED IN SLEEVES TO PROVIDE DOUBLE

CONTAINMENT.

4. WHENEVER POSSIBLE, WATER LINES SHALL BE INSTALLED IN ROADS OR

TRAILS. WATER LINES SHALL BE INSTALLED IN LEFT OR RIGHT SIDE OF ROAD

(NOT CENTER) WHERE SETBACKS FROM SD AND SS PIPES CAN BE

MAINTAINED.

SCALE: NTS

2

THRUST BLOCK SIZING AND LOCATIONS

SCALE: NTS

5

TYPICAL PIPE CAP

SCALE: NTS

4

TYPICAL BLOW-OFF ASSEMBLY

SCALE: NTS

1

TYPICAL TRENCH DETAIL

8

30391.008

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1'-4"

3

1

8

"±

20'-6" TANK DIAMETER

WATER TANK SEE

PLANS BY OTHERS

3

4

" DIA (ASTM A36) THREADED ROD

ANCHOR / HOLD DOWN BY TANK

MANUFACTURER

FIRM NATIVE MATERIAL OR

COMPACTED MATERIAL PER

GEOTECHNICAL ENGR

REPORT

1

2

" CANE FIBER JOINT FILLER (AWWA D100-11)

OR 1" SAND CUSHION WITH 6" WIDE x 1" THICK

HIGH STRENGTH GROUT BELOW PERIMETER OF

TANK

1

4

"x3" SQ PLATE

WASHER W/ HEAVY

HEX NUT EA SIDE

1'-0"

PERIMETER THICKEN

CONCRETE EDGE

BEAM

#5 AT 12" O.C. BOTH

WAYS AT BOTTOM

#5 AT 12" O.C. BOTH

WAYS AT TOP

#5 BAR AT BOTTOM

#5 BAR VERT. AT 12" O.C.

3

4

" CHAMFER

12" CONCRETE SLAB

ON GRADE

#5 VERT AT 18" O.C. W/

STD 90 DEG HOOK

EXTEND INTO SLAB 30"

MIN.

30"

MIN.

MIN.

EQ. EQ.

2

S1.0

11'-7"

TYP

TOP OF SLAB SEE

CIVIL DWGS

23'-2" DIAMETER

TANK SHELL

TANK ANCHORAGE

SEE DETAIL 2/S1.0,

TYP

12" CONCRETE

SLAB ON GRADE

SEE DETAIL 2/S1.0

NOTE: VERIFY ALL TANK

MANUFACTURER

DIMENSIONS WITH

PLANS. NOTIFY STATE

REPRESENTATIVE OF

ANY DISCREPANCIES.

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SHEET NO.

DRAWING NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

ACQUISITION &


One Capitol Mall

95814-3229

Sacramento, CA

DATE:





CERTIFICATION #

Reviewed by Date

Reviewed by Date








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13

FOUNDATION NOTES:

SCALE: 1/4"-1'-0"

1

TANK FOUNDATION

1. USE GRADE 40 DEFORMED REINFORCING FOR #4 AND SMALLER BARS AND GRADE 60

FOR #5 AND LARGER BARS CONFORMING TO THE REQUIREMENTS OF ASTM A615.

STAGGERED REINFORCING BAR CONTACT SPLICES SHALL LAP 40 DIAMETERS.

SUPPORT HORIZONTAL STEEL AT BOTTOM ON MORTAR BLOCKS. MINIMUM CLEARANCE

SHALL BE 3 INCHES FOR SURFACES POURED AGAINST EARTH AND 1.5 INCHES

ELSEWHERE U.N.O.

2. ALL REINFORCING SHALL BE SECURED IN PLACE AND INSPECTED BY THE ENGINEER

PRIOR TO PLACING ANY CONCRETE OR GROUT.

3. ALL WORK DONE UNDER THIS SECTION SHALL CONFORM WITH THE APPLICABLE

PORTIONS OF ACI 318, LATEST EDITION, PARTICULARLY CHAPTER 7, "DETAILS OF

REINFORCEMENT".

1. POURED IN PLACE CONCRETE WORK SHALL BE CONSTRUCTED OF NORMAL WEIGHT,

PORTLAND CEMENT CONCRETE, HAVING A MINIMUM 28-DAY COMPRESSIVE STRENGTH

OF 3,000 PSI. (DESIGN BASED ON Fc=2500 THEREFORE NO SPECIAL INSPECTION OF

CONC. REQ'D) ALL PORTLAND CEMENT CONCRETE SHALL CONFORM TO THE

REQUIREMENTS OF ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE", LATEST EDITION. MAXIMUM CONCRETE SLUMP SHALL BE 4 INCHES. THE

USE OF ANY ADMIXTURE IN THE CONCRETE MUST BE APPROVED BY THE ENGINEER.

2. ALL NEWLY PLACED CONCRETE SHALL BE CURED IN ACCORDANCE WITH THE

PROVISIONS IN ACI 308, "STANDARD PRACTICE FOR CURING CONCRETE," LATEST

EDITION. METHOD OF CURING SHALL BE AT THE OPTION OF THE CONTRACTOR WITH

APPROVAL OF THE OWNER.

3. ALL METAL ANCHORAGE DEVICES, ANCHOR BOLTS, ETC. SHALL BE SECURED IN PLACE

AND INSPECTED BY ENGINEER PRIOR TO PLACING CONCRETE.

4. ALL WORK DONE UNDER THIS SECTION SHALL CONFORM WITH THE APPLICABLE

PORTIONS OF ACI 318, LATEST EDITION.

1. FOOTINGS ARE PROPORTIONED PER GEOTECHNICAL ENGINEER'S REPORT FOR AN

ALLOWABLE SOIL PRESSURE OF 2,000 P.S.F. SEE GEOTECHNICAL INVESTIGATION

REPORT BY BUTANO GEOTECCHNICAL ENGINEERING INC. PROJECT NO. 15-114-SC

DATED APRIL 2015.

2. CONTRACTOR SHALL CAREFULLY EXCAVATE ALL MATERIALS NECESSARY OF

WHATEVER NATURE, FOR CONSTRUCTION OF THE WORK. ANY MATERIAL OF AN

UNSUITABLE OR DELETERIOUS NATURE DISCOVERED BELOW THE BOTTOMS OF THE

FOUNDATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE GEOTECHNICAL

ENGINEER BEFORE PROCEEDING WITH THE WORK.

3. ALL EXCAVATIONS SHALL BE INSPECTED BY THE PROJECT GEOTECHNICAL ENGINEER.

4. SEE GEOTECHNICAL ENGINEERS REPORT FOR ADDITIONAL SPECIFICATIONS.

C. REINFORCEMENT

B. CONCRETE

A. EARTHWORK

1. SUBMIT TANK DESIGN BY MANUFACTURER TO STREETER GROUP INC FOR FAVORABLE

REVIEW PRIOR TO FOUNDATION CONSTRUCTION.

D. SUBMIT


2

WATER TANK SLAB EDGE

30391.009

BSS

BSS

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Brad Stamp 2017

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SHEET NO.

DRAWING NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

ACQUISITION &


One Capitol Mall

95814-3229

Sacramento, CA

DATE:





22"x

34"

SH

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09-11-2015

CADD

E.O.B.

N.A.

13

60 Garden Court Suite 210 Monterey, CA 93940

T.831.646.3330 F.831.646.3336 www.acemb.com

Project No.

ONTEREY

NGINEERS

ONSULTING

E

M

URUM A C

AY, INC.B

15139.00

HALF SWITCHED RECEPTACLE - DUPLEX

INSTALLATION.

FLOOR MOUNTED DUPLEX RECEPTACLE

J

PANELBOARD - FLUSH MOUNTED.

SIZE PER CODE, TAPE AND TAG WIRES.

PANELBOARD - SURFACE MOUNTED.

EQUIPMENT PANEL - SURFACE MOUNTED

EQUIPMENT PANEL - FLUSH MOUNTED

METER W/ CURRENT TRANSFORMER.

INTERIOR SPEAKERS CEILING MOUNTED.

TV OUTLET

FLOOR MOUNTED VOICE/DATA OUTLET

JUNCTION BOX - CEILING OR WALL MOUNTED,

GFCI CONVENIENCE

RECEPTACLE - DUPLEX

DUPLEX RECEPTACLE MOUNTED

ABOVE COUNTER - FIELD VERIFY

HEIGHT

THERMOSTAT - ROUTE 1/2" CONDUIT TO

UNIT SERVED. VERIFY WITH MECHANICAL

DRAWINGS

POWER OUTLET, SEE PLANS FOR NEMA TYPE

RECEPTACLE DOUBLE DUPLEX

VOICE/DATA WALL OUTLET

VOICE/ WALL OUTLET

CLOCK +8'-0" AFF U.O.N. VERIFY BEFORE

T

PER EQUIPMENT MFGRS NAMEPLATE DATA.

FUSED DISCONNECT SWITCH ELEMENT FUSES SIZED

CONDUIT - UP.

CONDUIT - DOWN.

CONDUIT - TELEVISION

CONDUIT EMERGENCY SYSTEM.

FLEX CONDUIT WITH CONNECTION.

CONDUIT - TELEPHONE

SURFACE METAL OR NON-METALLIC RACEWAY

CONDUIT - CONCEALED IN WALLS OR CEILING.

CONDUIT - EXISTING

CONDUIT - BELOW SLAB OR

UNDERGROUND: 3/4"MIN.

CONDUIT - HOME RUN TO PANEL, TERMINAL CABINET,

ETC. RUNS MARKED WITH CROSSHATCHES INDICATE

NUMBER OF #12 AWG WIRES WHEN MORE THAN TWO.

SIZE CONDUIT ACCORDING TO SPECIFICATIONS AND

APPLICABLE CODE. CROSS HATCHES WITH NUMBER

ADJACENT INDICATES WIRE SIZE OTHER THAN

#12AWG.

GROUND ELECTRODE

NEMA 3R ENCLOSURE UNLESS OTHERWISE SPECIFIED.

MAGNETIC STARTER - NEMA SIZE INDICATED.

NON-FUSED DISCONNECT SWITCH

GROUND ROD WITH GROUNDWELL BOX

CIRCUIT BREAKER.

NORMALLY CLOSED CONTACT.

NORMALLY OPEN CONTACT.

TRANSFORMER - SEE SINGLE LINE FOR SIZE.

MOTOR CONNECTION

COMBINATION STARTER/FUSED DISCONNECT SWITCH;

CONDUIT CONTINUATION.

DETAIL OR SECTION REFERENCE

CAPPED CONDUIT. STUB-OUT

PULLBOX

SYMBOLS & ABBREVIATIONS SHOWN ARE FOR GENERAL USE. DISREGARD THOSE WHICH DO NOT APPEAR ON THE PLANS.

DETAIL NOTE REFERENCE SYMBOL

SEE ASSOCIATED NOTE ON SAME DETAIL

2

1

E3.0

INTERIOR SPEAKERS WALL MOUNTED.

M

LOW VOLTAGE WIRING

FEEDER DESIGNATION;

SEE ASSOCIATED NOTE ON SAME DETAIL

SHEET NOTE REFERENCE SYMBOL;

SEE ASSOCIATED NOTE ON SAME SHEET.

SCHEDULE SYMBOL; SEE ASSOCIATED

NOTE ON SAME SHEET.

SINGLE RECEPTACLE

CONVENIENCE RECEPTACLE - DUPLEX

CEILING MOUNTED

PULL BOXPB

PA

FUTURE

GROUND FAULT

PUBLIC ADDRESS

CHLORIDE

POLYVINYL

REQUIRED

REMOVED

SHEET

SWITCH

HEIGHT

PHASE

PANEL

PVC

PNL

REQD

SWBD

SHT

HT.

(R)

SW

PF

NOTED

WITH

WATT

VOLT

U.O.N.

XFMR

W/

W

WP

V

TYP TYPICAL

GROUND

INTERCOM

PANEL

LIGHTING

MOUNTED

METAL HALIDE

THOUSAND

KILOWATT

KILOVOLT

JUNCTION BOX

INTERRUPTING

LIGHTING CONTROL

KILOVOLT

LOW VOLTAGE

CIRCULAR MILS

MAIN LUGS ONLY

NUMBER

NEW

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

CONTRACT

NOT IN ELECTRICAL

MOUNTING

POWER FACTOR

SWITCHBOARD

UNLESS OTHERWISE

REQUIREMENT(S)

EXISTING TO BE

TRANSFORMER

WEATHERPROOF

GFCI

(F)

AFF

A

ABOVE FINISHED

AMPERE

KVA

LCP

LTG

MTD

KCM

JB

KW

LV

MH

KV

GND, G

MLO

NTS

OC

NIEC

NIC

(N)

NO.

MTG

AWG

ARCH.

BKR

CB

CO

CLG

CTR

CKT

DIM

DIST

CL

(E)

C

EQUIP

FIN

FACP

FA

FL

EMT

FLOOR

METALLIC TUBING

CONTROL PANEL

EQUIPMENT

FIRE ALARM

FINISH

FIRE ALARM

AMERICAN WIRE

CIRCUIT BREAKER

BREAKER

GAUGE

DISTRIBUTION

CIRCUIT

CENTER LINE

CEILING

CONDUIT ONLY

CENTER

DIMENSION

EXISTING

ELECTRICAL

CONDUIT

ARCHITECT

FLOOR

OVERHEADOH

REQMT'S

GALVANIZED RIGIDGRS

STEEL

EM EMERGENCY

(NL) NIGHT LIGHT

MECHANICALMECH.

RECPT'S RECEPTACLES

(RP) REMOVABLE POLE

PWR POWER

UG UNDERGROUND

ALUM./AL ALUMINUM

SINGLE LINE DIAGRAMS.L.D.

FLUOR. FLUORESCENT

OAH OVERALL HEIGHT

PASSIVE INFRAREDPIR

KILOVOLT AMPERES

GENERALGC

PH

PHOTOVOLTAICPV

CONTRACTOR

CATV CABLE TV

CCTV CLOSED CIRCUIT TV

POWER POLE

FUSED DISCONNECT SWITCH.

FUSED WITH DUAL-ELEMENT

FUSES SIZED PER EQUIPMENT

MFGR'S NAMEPLATE DATA.

EC ELECTRICAL

CONTRACTOR

IC

INCANDESCENTINCAND.

TTB TELEPHONE TERMINAL

BACKBOARD

MAIN DISTRIBUTIONMDF

MAIN POINT OFMPOE

INTERMEDIATE IDF

FLOOR MOUNTED BOX

DEDICATED RECEPTACLE WITH

DEDICATED NEUTRAL

D

NOMINALNOM

DETAIL NUMBER

SHEET NUMBER

GFI

DISTRIBUTION FRAME

FRAME

ENTRANCE

ABBREVIATIONS

ELECTRICAL SYMBOLS & ABBREVIATIONS

(EL) EVENING LIGHT

SYSTEMS TERMINATION

CABINET

STC

A

DATA WALL OUTLET NEAR CEILING -

12" BELOW FINISHED CEILING FOR WIFI

+48" A.F.F. MAXIMUM TO TOP OF BOX, U.O.N.

+15" A.F.F. MINIMUM TO BOTTOM OF BOX, U.O.N.

1. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ELECTRONICS INDUSTRIES ASSOCIATION (EIA)

INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)

UNDERWRITER LABORATORIES (UL)

CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS

(CAL/OSHA)

2.

3.

4.

5.

6.

APPLICABLE CODES & STANDARDS

STANDARDS:

CODES:

E1 SYMBOLS, ABBREVIATIONS, CODES, STANDARDS & SHEET

INDEX.

E2 ELECTRICAL SINGLE LINE DIAGRAM, PANELBOARD

SCHEDULE & DETAILS.

E3 SITE PLAN.

E4 GENERAL CONSTRUCTION & GENERAL DEMOLITION NOTES.

SHEET INDEX

7.

5.

6.

7.

9.

4.

2.

3.

1.2013 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1,

TITLE 24 C.C.R.

2013 CALIFORNIA BUILDING CODE (CBC), BASED ON THE 2012

INTERNATIONAL BUILDING CODE (IBC) VOLUMES 1-2 AND CALIFORNIA

LATEST ADOPTED AMENDMENTS.

2013 CALIFORNIA ELECTRICAL CODE (CEC), BASED ON THE 2011

NATIONAL ELECTRICAL CODE (NEC) AND CALIFORNIA LATEST

ADOPTED AMENDMENTS.

2013 CALIFORNIA FIRE CODE (CFC), BASED ON THE 2012 INTERNATIONAL

FIRE CODE (IFC) AND CALIFORNIA LATEST ADOPTED AMENDMENTS.

2013 CALIFORNIA MECHANICAL CODE (CMC), BASED ON THE 2012

UNIFORM MECHANICAL CODE (UMC) AND CALIFORNIA LATEST

ADOPTED AMENDMENTS.

2013 CALIFORNIA PLUMBING CODE (CPC), BASED ON THE 2012

UNIFORM PLUMBING CODE (UPC) AND CALIFORNIA LATEST

ADOPTED AMENDMENTS.

2013 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE

24 C.C.R.

10.

11.

NATIONAL FIRE ALARM CODE (NFPA 72) 2010.

TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE

MARSHAL REGULATIONS.

8.

2013 CALIFORNIA ENERGY CODE, CALIFORNIA

CODE OF REGULATIONS, TITLE 24, PART 6.

2013 CALIFORNIA GREEN BUILDING STANDARDS

CODE. CALIFORNIA CODE REGULATIONS TITLE 24,

PART II.

SY

MB

OLS

, A

BB

RE

V., C

OD

ES

,

ST

AN

DA

RD

S &

S

HE

ET

IN

DE

X

E1

10

30391.010

Voltage: 120/240V,3ø Bussing:

225A

Wire: 4W 1 2 PANEL WT Feed: TOP

Type:

NEMA 3R

Mounting:

SURFACE

Mains: 100/3A.I.C.

10,000

Load A B C Bkr Ck abc Ck Bkr A B C LoadRECEPTACLE 180 20/1 1 2

20/3

3300 RECIRCULATION PUMP

RECEPTACLE 180 20/1 3 4 3300 RECIRCULATION PUMP

STINGER LEG SPACE ONLY - 5 6 3300 RECIRCULATION PUMP

WATER TANK CONTROL PANEL 500 20/1 7 8 20/1 SPARE

SPARE20/1 9 10 20/1

SPARE

STINGER LEG SPACE ONLY -- 11 12 -

- STINGER LEG SPACE ONLY

4 EXISTING LOAD FROM (E) PANEL20/1 13 14 20/1 500 CHLORINE ANALYZER

4 EXISTING LOAD FROM (E) PANEL20/1 15 16 - SPACE ONLY

SPACE ONLY - 17 18 - SPACE ONLY







680 180 0 3800 3300 3300

1

SUBMITTAL SHALL MATCH EXACT BREAKER LOCATIONS SHOWN.

2 LABEL PANEL FOR SHORT CIRCUIT AMPS AVAILABLE PER CEC 110-22.

3 LABEL PANEL FOR "HIGH STINGER LEG" CLEARLY WITH LAMICOID NAME PLATE ON FACE OF PANEL. NO 120V

CONNECTIONS ALLOWED ON STINGER LEG. STINGER LEG IS 208V.

KVA Phase A 4.5

KVA Phase B 3.5 4 CONNECT (E) 20 AMP CIRCUIT TO BE MOVED FROM (E) PANEL TO THIS NEW PANEL.

Total Connected Load KVA 11.3

KVA Phase C 3.3

Total Load Amperes

27

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

SHEET NO.

DRAWING NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

ACQUISITION &


One Capitol Mall

95814-3229

Sacramento, CA

DATE:





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.

09-11-2015

CADD

E.O.B.

N.A.

13


T.831.646.3330 F.831.646.3336 www.acemb.com

Project No.

ONTEREY

NGINEERS

ONSULTING

E

M

URUM A C

AY, INC.B

15139.00

ELE

CT

RIC

AL S

IN

GLE

LIN

E D

IA

GR

AM

,

PA

NE

LB

OA

RD

S

CH

ED

ULE

& D

ET

AILS

E2

NO SCALE

1

SINGLE LINE DIAGRAM

SINGLE LINE DIAGRAM LEGEND

(EXISTING)

(NEW)

AMPACITY CONDUIT & CONDUCTORS SIZES

FEEDER SCHEDULE

DESIGNATION

2" C., 4 #2/0 & 1 #6 GND.100F408

DETAIL NOTES:

NOTE:

U.O.N.; ALL SHOWN IS NEW.

PANEL

"WT"

100/3

1

(E) PANEL

2

3

1. PROVIDE & INSTALL NEW 100 AMP, 3-POLE DISTRIBUTION

BREAKER AT EXISTING PANEL. NEW BREAKER SHALL MATCH

EXISTING IN AIC RATING AND TYPE.

2. PROVIDE & INSTALL 6" x 6" x 4" DEEP NEMA 3R PULL CAN;

SPLICE & EXTEND EXISTING (2) 20 AMP CIRCUITS VIA

3

4

"C.

WHERE NECESSARY FOR SPACE REQUIRED TO INSTALL NEW

100 AMP, 3-POLE BREAKER IN EXISTING PANEL.

3. EXISTING (2) 20 AMP BRANCH CIRCUITS TO BE DISCONNECTED

FROM EXISTING PANEL & EXTEND TO NEW PANEL 'WT'.

F408

3

4

"C., 4 #10 & 1 #10 GND.

FOR (E) 20 AMP CIRCUITS

TO NEW PANEL

NO SCALE

TYPICAL PULLBOX DETAIL

2

1.

TYPICAL TRENCH SECTION

5.

4

NO SCALE

6.

4.

NOTES:

SAW CUT, TRENCH & BACKFILL FOR (N) CONDUITS. PATCH WALKWAY TO MATCH (E)

SURROUNDING SURFACES. CARE SHALL BE TAKEN TO PROTECT EXISTING TREES. RESEED OR

RESOD (E) DISTURBED PLANTED AREAS TO ARCHITECT'S SATISFACTION.

EXISTING A.C. SHALL BE CUT AND REMOVED IN SUCH A MANNER SO AS NOT TO TEAR BULGE OR

DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL. ALL CUTS SHALL BE

PARALLEL OR PERPENDICULAR TO STREET CENTERLINE, WHEN PRACTICAL.

BASE MATERIAL TO BE REPLACED TO THE DEPTH OF EXISTING BASE AND COMPACTED TO A MIN.

95% RELATIVE COMPACTION. A.C. MAY BE SUBSTITUTED FOR BASE MATERIAL. WHEN USED AS

BACKFILL, CLASS 100-E-100 P.C.C. MAY BE SUBSTITUTED FOR BASE MATERIAL.

A TACK COAT OF ASPHALTIC EMULSION OR PAVING ASPHALT SHALL BE APPLIED TO EXISTING A.C.

AT ALL CONTACT SURFACES, PRIOR TO RESURFACING.

ASPHALTIC CONCRETE RESURFACING:

A. MINIMUM TOTAL THICKNESS SHALL BE

ONE INCH GREATER THAN EXISTING A.C.

B. A.C. SHALL BE HOT PLANT MIX.

ALL A.C. RESURFACING SHALL BE SEAL COATED WITH AN EMULSIFIED ASPHALT AND COVERED

WITH CLEAN SAND.

FINISHED GRADE

GROUT FILL (TYPICAL)

CONDUIT

1. SIZE(S) & MFGR. AS NOTED ON DRAWINGS.

BELL ENDS

12

"

PULL BOX

PROVIDE EXTENSIONS

AS REQUIRED

1

1

2

" MIN. DIA.

DRAIN ROCK

LID LABELED AS NOTED

ON DRAWINGS

SAND BACKFILL

WARNING MARKER TAPE

CONTINUOUS LENGTH

OF TRENCH

30

"

12

"

1

DETAIL NOTES:

CONDUIT, SEE PLANS FOR

QUANTITY, SIZES & USAGE

MIN. 95% COMPACT

EARTH FILL, SEE SPECS

AC PAVING OR CONC.

WHEN OCCURS

FINISHED GRADE

6"

3.

2.

PANELBOARD SCHEDULE

11

100/3

30391.011

3

NO SCALE

UNDERGROUND CONDUIT RISER DETAIL

1. UNISTRUT BRACKET.

2. GALVANIZED RIGID STEEL CONDUIT.

3. SCHEDULE 40 PVC.

4. WRAPPED GALVANIZED RIGID STEEL ELBOW

AND UNDERGROUND RISER.

5. UNISTRUT CHANNEL.

DETAIL NOTES:

5

1

2

34

1. FOR WOOD STUD WALL:

USE

3

8

" LAG BOLT WITH MIN.

3

4

"

EMBEDMENT INTO STUDS.

(ONE AT EACH END OF BRACKET)

2. FOR CONCRETE WALL:

USE

3

8

" WEDGE ANCHOR WITH MIN.

2

1

2

" EMBEDMENT INTO CONCRETE

WALL. (ONE AT EACH END OF

BRACKET)

NOTES:

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

SHEET NO.

DRAWING NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

ACQUISITION &


One Capitol Mall

95814-3229

Sacramento, CA

DATE:





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.

09-11-2015

CADD

E.O.B.

N.A.

13


T.831.646.3330 F.831.646.3336 www.acemb.com

Project No.

ONTEREY

NGINEERS

ONSULTING

E

M

URUM A C

AY, INC.B

15139.00

SIT

E P

LA

N

E3

SHEET NOTES

1. 2 HP, 240V, 3Ø.

2. 1"C., 3 #8 & 1 #10 GND.

3. LOCATE FOR 120V POWER TO TEMPORARY CONTROLS FOR TEMPORARY

WATER TANKS; VERIFY EXACT REQUIREMENTS WITH CIVIL ENGINEER. STUB

1"C.O. OUT TO EACH OF THE TEMPORARY WATER TANKS.

4. MOUNT NEW PANEL WITH UNISTRUT AND P-CHANELS; VERIFY EXACT

MOUNTING LOCATION WITH STATE PARK REPRESENTATIVE ON-SITE.

5. PER GENERAL DEMOLITION NOTES ON SHEET E4, CONTRACTOR SHALL

DISCONNECT EXISTING 4-PLEX RECEPTACLE AND ASSOCIATED CIRCUIT

WHERE EXISTING CONTROL PANEL IS TO BE REMOVED.

6. PROVIDE AND INSTALL NEW WEATHERPROOF 4-PLEX, GFI RECEPTACLE IN

NEW CONTROL CABINET. PROVIDE AND INSTALL (2) 20 AMP, 120V CIRCUITS TO

4-PLEX RECEPTACLE AND (1) 20 AMP, 120V CIRCUIT TO FLOW METER; VERIFY

EXACT LOCATION OF CONTROL CABINET AND METER DEVICES WITH CIVIL

PLANS.

7. PROVIDE AND INSTALL CHRISTY #N16 PULLBOX, LID LABELED "ELECTRICAL".

8. 1

1

4

"C., 6 #10 & 1 #10 GND.

9. 120V. PROVIDE AND INSTALL CORD AND PLUG.

SCALE: 1"=10'-0"

1

SITE PLAN

NORTH

10' 5'0' 10'

12

30391.012

PANEL "WT"

(E) PANEL

J

WP

3

1

E2

4

WT-8

1

E2

GFI

1,3

6

5

RECIRCULATION PUMP 1

WP

7

7

2

4

E2

WT-1,3,-78

WT-2,4,6 2

TYP.

3

E2

WT-2,4,6 2

WT-1,3,-78

8

TYP.

2

E2

WT-1,3-7

CHLORINE ANALYZER 9

WT-14

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EP

LA

CE

ME

NT

SHEET NO.

DRAWING NO.

OF

DRAWN:

REVISIONS

CHECKED:

DATE

DESIGNED:

ACQUISITION &


One Capitol Mall

95814-3229

Sacramento, CA

DATE:





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.

09-11-2015

CADD

E.O.B.

N.A.

13


T.831.646.3330 F.831.646.3336 www.acemb.com

Project No.

ONTEREY

NGINEERS

ONSULTING

E

M

URUM A C

AY, INC.B

15139.00

GE

NE

RA

L C

ON

ST

RU

CT

IO

N &

G

EN

ER

AL

DE

MO

LIT

IO

N N

OT

ES

E4

GENERAL DEMOLITION NOTES

A. CONTRACTOR SHALL FIELD VERIFY EXTENT OF ELECTRICAL DEMOLITION

AND QUANTITIES OF ELECTRICAL TO BE REMOVED AS DICTATED BY THE

REQUIREMENTS OF THE PROJECT.

B. REMOVAL SHALL INCLUDE WIRING, RACEWAY, BOXES, SWITCHES, LIGHT

FIXTURES, ETC. AS INDICATED ON THE PLANS AND AS REQUIRED BY

THESE DEMOLITION NOTES.

C. RACEWAYS ASSOCIATED WITH ELECTRICAL BEING DEMOLISHED WHICH

ARE CONCEALED IN EXISTING REMAINING WALLS MAY BE ABANDONED IN

PLACE. REMOVE WIRING FROM CONDUIT.

D. RACEWAYS ASSOCIATED WITH ELECTRICAL BEING DEMOLISHED WHICH

ARE EXPOSED SHALL BE REMOVED.

E. WHERE REMOVAL OF EQUIPMENT OR WIRING IS INDICATED, IT SHALL

INCLUDE ALL ASSOCIATED WIRING BACK TO LAST ACTIVE REMAINING

OUTLET, DEVICE, FIXTURE OR PANEL.

F. ELECTRICAL CONTRACTOR SHALL INSURE THAT ALL REMAINING ACTIVE

CIRCUITS, DEVICES, OUTLETS, LIGHT FIXTURES, ETC. HAVE NOT BEEN

DISCONNECTED OR MADE INOPERATIVE DURING DEMOLITION.

ELECTRICAL CONTRACTOR SHALL RESTORE ALL INTERRUPTED OR

DISCONNECTED CIRCUITS TO OPERATION.

G. ELECTRICAL CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL

REMOVED ELECTRICAL EQUIPMENT AND MATERIAL.

H. NO REMOVED EQUIPMENT OR MATERIAL SHALL BE REUSED AS PART OF

NEW WORK, U.O.N.

I. EXISTING FLUSH OUTLETS MAY BE REUSED FOR NEW WORK PROVIDED

THEY MEET ALL REQUIREMENTS OF THE SPECIFICATION FOR NEW WORK,

MEET THE REQUIREMENTS OF THE CURRENT C.E.C. FOR VOLUME AND

COINCIDE WITH LOCATION SHOWN FOR THE NEW WORK.

J. EXISTING WIRING SHOWN HAS BEEN TAKEN FROM OLD PLANS AND IS

ASSUMED TO BE CORRECT. ELECTRICAL CONTRACTOR SHALL FIELD

VERIFY ACTUAL CONDITIONS AND MAKE ADJUSTMENTS TO SUIT ACTUAL

CONDITIONS AND TO MEET THE INTENT OF THE CONTRACT DOCUMENTS.

K. COORDINATE WITH OWNER PRIOR TO START OF DEMOLITION TO

MINIMIZE POWER INTERRUPTIONS, WORK MAY HAVE TO OCCUR DURING

NON-REGULAR BUSINESS HOURS. COORDINATE IN WRITING WITH OWNER

ONE WEEK PRIOR TO PLANNED POWER INTERRUPTIONS.

GENERAL CONSTRUCTION NOTES

1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND

REGULATIONS. MATERIALS AND EQUIPMENT SHALL BE U.L. LISTED

AND LABELED FOR THE APPLICATION.

2. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,

LICENSES AND INSPECTION FEES REQUIRED BY THIS CONTRACT

WORK.

3. CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BIDDING AND

ALLOW FOR ALL FIELD CONDITIONS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL ELECTRICAL WORK NOTED AND CALLED OUT

ON ALL CONTRACT DOCUMENTS. THE CONTRACTOR SHALL OBTAIN

INFORMATION AND BE FAMILIAR WITH ALL OTHER TRADES WORK. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN

OTHER TRADES ON PROJECT.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONS

AND PROPERTY AND SHALL PROVIDE INSURANCE COVERAGE AS

NECESSARY FOR LIABILITY AND PERSONAL, PROPERTY DAMAGE, TO

FULLY PROTECT THE OWNER AND ENGINEER FROM ANY AND ALL

CLAIMS RESULTING FROM THIS WORK.

5. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS AT THE PROJECT

SITE INDICATING ALL MODIFICATIONS TO ELECTRICAL SYSTEMS. THE

CONTRACTOR SHALL AT THE CONCLUSION OF THE PROJECT PROVIDE

ACCURATE "AS-BUILT" DRAWINGS ACCEPTABLE TO THE STATE REP.

6. ALL MATERIALS PROVIDED TO THE PROJECT SHALL BE NEW. THE

CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL ALL

INCIDENTAL MATERIALS REQUIRED FOR A COMPLETE INSTALLATION.

7. CONTRACTOR SHALL PROVIDE TO THE STATE REP. A CONSTRUCTION

SCHEDULE OF ELECTRICAL WORK. THE CONSTRUCTION SCHEDULE

SHALL IDENTIFY ALL SIGNIFICANT MILESTONES WITH COMPLETION

DATES.

8. CONTRACTOR SHALL PROVIDE ALL REQUIRED "CUTTING, PATCHING,

EXCAVATION, BACKFILL AND REPAIRS" NECESSARY TO RESTORE

DAMAGED SURFACES TO EQUAL OR BETTER THAN ORIGINAL

CONDITIONS EXISTING AT START OF WORK.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR PAINTING ALL EXPOSED

CONDUITS AND ELECTRICAL EQUIPMENT WITH POWDER COATING TO

MATCH EXISTING INFRASTRUCTURE OR AS APPROVED BY STATE

REPRESENTATIVE.

10. ALL ELECTRICAL EQUIPMENT INSTALLED OUTDOORS SHALL BE

WEATHERPROOF. EXTERIOR CONDUITS RUN INTO BUILDINGS SHALL

BE INSTALLED WITH FLASHING, CAULKED AND SEALED. CONDUITS FOR

EXTERIOR ELECTRICAL DEVICES SHALL BE RUN INSIDE BUILDING

UNLESS OTHERWISE NOTED ON DRAWINGS.

11. ALL CONDUITS UNLESS OTHERWISE NOTED ON DRAWINGS SHALL

HAVE AS A MINIMUM: TWO (2) #12s WITH ONE (1) #12 GROUND. "TICK"

MARKS SHOWN ON CIRCUITRY ARE FOR ROUGH ESTIMATING ONLY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WIRES AND WIRE

SIZES REQUIRED BY LATEST CODE.

12. ALL BRANCH CIRCUITS SHALL HAVE INDIVIDUAL NEUTRALS. SHARED

NEUTRALS ON MULTIWIRE CIRCUITS IS NOT ALLOWED.

13. COORDINATE ALL CONDUIT RUNS, ELECTRICAL EQUIPMENT AND

PANELS WITH ALL OTHER WORK TO AVOID CONFLICTS.

14. CONTRACTOR SHALL PROVIDE IN EVERY NEW EMPTY CONDUIT A

DRAW STRING FOR USE IN FUTURE CONSTRUCTION.

15. ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. CUT AND

PATCH EXISTING WALLS WHERE NECESSARY. WHERE IT IS

NECESSARY TO CUT OR BORE EXISTING STRUCTURAL WALLS FOR

NEW ELECTRICAL WORK OBTAIN PERMISSION FROM THE STATE REP.

PRIOR TO STARTING WORK. REUSE (E) CONDUIT WHERE POSSIBLE.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO (E)

UNDERGROUND SYSTEMS (GAS, WATER, TELEPHONE, ELECTRICAL,

SEWER, ETC.). THE CONTRACTOR SHALL REPAIR & PAY ALL EXPENSES

FOR DAMAGE TO (E) UNDERGROUND SYSTEMS AS A RESULT OF (N)

WORK. REPAIR TO DAMAGED UNDERGROUND SYSTEMS SHALL BE TO

THE OWNERS SATISFACTION WITHOUT EXTRA EXPENSE TO THE

OWNER.

17. EXISTING WIRING SHOWN HAS BEEN TAKEN FROM OLD PLANS AND IS

ASSUMED TO BE CORRECT. ELECTRICAL CONTRACTOR SHALL FIELD

VERIFY ACTUAL CONDITIONS AND MAKE ADJUSTMENTS TO SUIT

ACTUAL CONDITIONS AND TO MEET THE INTENT OF THE CONTRACT

DOCUMENTS.

13

30391.013

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95814-3229 water tank replacement

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