Att 03_140P8420R0004_Construction Drawings_ORIG.pdf

S

ELECTRICAL ABBREVIATIONS

NOTE: THIS IS A SUPPLEMENTAL STANDARD LEGEND. SOME SYMBOLS OR

ABBREVIATIONS MAY APPEAR ON THIS LEGEND AND NOT ON THE PLANS

CONDUIT EXPOSED

CONDUIT CONCEALED or BURIED

HOME RUN-DESTINATION SHOWN

CONDUIT DOWN

CONDUIT UP

CONNECTION POINT (CONTRACTOR SHALL DETERMINE CONNECTION CONFIGURATION)

MAJOR ELECTRICAL COMPONENT OR DEVICE NAME OR

IDENTIFYING SYMBOL AS SHOWN

EXOTHERMIC WELD, TERMINATION OR SPLICE POINT

GROUND ROD

CIRCUIT BREAKER

CURRENT TRANSFORMER, NUMBER INDICATED

ELECTRICAL SYMBOLS

LA-2

MCC

TICK MARKS WITHOUT BARS INDICATES NUMBER OF #12 CONDUCTORS WITH #12 GROUND

DUPLEX RECEPTACLE

SURFACE MOUNT PANELBOARD

RECESS MOUNT PANELBOARD

JUNCTION BOXJ

DEVICE BOXES SHALL BE 18" COD

UNLESS OTHERWISE NOTED

KEYNOTE1

A - AMMETER, AMPERE

AC - ALTERNATING CURRENT

AFF - ABOVE FINISHED FLOOR OR GRADE

AIC - AMPS INTERRUPTING CAPACITY

ATS - AUTOMATIC TRANSFER SWITCH

BGES - BUILDING GROUND ELECTRODE SYSTEM

BRKR - BREAKER

BOD - BOTTOM OF DEVICE

C or COND - CONDUIT

CEC - CALIFORNIA ELECTRIC CODE

CKT - CIRCUIT

COD - CENTER OF DEVICE

CT - CURRENT TRANSFORMER

DC - DIRECT CURRENT

(E) or EXIST - EXISTING

EEOR - ELECTRICAL ENGINEER OF RECORD

EGC - EQUIPMENT GROUNDING CONDUCTOR

ENC - ENCLOSURE

G - EQUIPMENT GROUNDING CONDUCTOR

GEC - GROUNDING ELECTRODE CONDUCTOR

GFCI - GROUND FAULT CIRCUIT INTERRUPT

J - JUNCTION BOX

LAUN - LAUNDRY

LTG - LIGHTING

MBJ - MAIN BONDING JUMPER

MCB - MAIN CIRCUIT BREAKER

MFR - MANUFACTURER

MLO - MAIN LUG ONLY

MOCP - MAXIMUM OVERCURRENT PROTECTION

MSB - MAIN SWITCH BOARD

NEC - NATIONAL ELECTRIC CODE

NEMA - NATIONAL ELECTRIC MANUFACTURER'S ASSOCIATION

N - NEUTRAL

(N) - NEW

OFCI - OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI - OWNER FURNISHED, OWNER INSTALLED

PB - PULLBOX

PNL - PANELBOARD

RCPT - RECEPTACLE

RM - ROOM

SWBD - SWITCHBOARD

SBJ - SYSTEM BONDING JUMPER

SSBJ - SUPPLY SIDE BONDING JUMPER

TOD - TOP OF DEVICE

TR - TAMPER

TYP - TYPICAL

V - VOLTMETER, VOLT

W - WATT

WW - WIREWAY

WP - WEATHERPROOF (NEMA 3R)

XFMR - TRANSFORMER

NOTE: THIS IS A SUPPLEMENTAL STANDARD ELECTRICAL LEGEND. SOME SYMBOLS MAY APPEAR ON THIS LEGEND AND NOT ON THE

PLANS. SEE LIGHTING CONTROL SHEET FOR LIGHTING LEGEND.

LI

N

E T

Y P

E S

A N

D S

Y M

B O

LS

E Q

U

IP

M E N

T

(A : B) INDICATES INTERCONNECTION OF PATHWAYS AND/OR CONDUCTORS, E.G., 4"C-4#500,1#3G (MSB : PNL A) INDICATES CONDUIT AND CONDUCTORS ROUTED FROM THE MAIN SWITCHBOARD TO PANELBOARD A.

INDICATES FIRE RATED WALL

200A, 120/240V, 3Ø, 4W , 22kAIC

M UTILITY

METER

200A 3P

(E)

UTILITY XFMR

(E) SERVICE PEDESTAL

(E)

OFFICE

LAB

(N) 2"C-4#3/0,1#6G G

(N) GENERATOR

80kW, 3Ø

200A 3P

(E) 30A

2P

(E) 70A

3P

(E) 70A

2P

(E) 30A

2P

(N) ATS

200A/3P

(N) 2"C-4#3/0,1#6G

*IT IS ASSUMED THAT PHASE B IS HIGH LEG. IF ACTUAL

CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE

DRAWINGS, NOTIFY THE EEOR IMMEDIATELY.

(E)

SPAYFIELD

PUMPS

(E) R & A

PUMP

(E)

PROCESS

CONTROL

(N) 20A

1P

(N) 20A

1P

(N)

GEN.

BLOCK

HEATER

(N) GEN.

BATTERY

CHARGER/

CONTROL

PANEL

"C

-2

,1

G

"C

-2

,1

G

1 1

(A) (C)

GND BUS

1"C-#/4 BARE CU

CONDUCTOR

GND BUS

(E) GND ROD

(N) 2"C-4#3/0,1#6G

AREA OF WORK

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No. E 22477

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SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

SHEET

PMIS/PKG NO.

DRAWING NO.

OF

TITLE OF SHEET

148519

PACE

ENGINEERING

REDDING, CA.

253759

C R e v it L o c a l F ile s \2

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/2

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GENERATOR - ONE-LINE

DIAGRAM

E01 5/29/20

KC

CA

CA

WHISKEYTOWN-SHASTA-TRINITY N.R.A.

BRANDY CREEK WASTEWATER TREATMENT PLANT

1. PROVIDE AND INSTALL NEW BREAKER IN EXISTING SPACE. NEW BREAKER SHALL BE OF SAME

TYPE AND RATING AS EXISTING. UPDATE CIRCUIT DIRECTORY ACCORDINGLY.

2. BREAK CONNECTION FROM LOAD SIDE OF BREAKER TO BUS. PROVIDE LUGS ON LOAD SIDE

AND PROVIDE AND INSTALL CONDUCTOR CONNECTIONS AS SHOWN.

3. CONNECT NEW GENERATOR GROUND BUS TO EXISTING GROUND ELECTRODE.

KEYNOTES

NOTE

1. DO ALL WORK AND INSTALL PRODUCTS IN ACCORDANCE APPLICABLE NECA

REQUIREMENTS, APPLICABLE STATE LAWS, LOCAL LAWS, CODES AND ORDINANCES. THE

CONTRACTOR SHALL ADHERE TO THE SPECIFIC PRODUCT AND INSTALLATION

REQUIREMENTS OF THE UTILITY COMPANIES AND MANUFACTURER'S PROVIDING MATERIALS

TO THE JOB. CONFLICTS, IF ANY, WILL BE RESOLVED AT THE DISCRETION OF THE EEOR.

2. IT IS OF THE UTMOST IMPORTANCE THAT THE INSTALLING CONTRACTOR HAVE A MASTERY OF

THE PROJECT-SPECIFIC REQUIREMENTS SHOWN IN SPECIFICATIONS AND CONSTRUCTION

DRAWINGS. IT IS STRONGLY ADVISED THAT THE CONTRACTOR CONTACT THE EEOR FOR

CLARIFICATION OR RFI THE EEOR IF FURTHER INFORMATION IS REQUIRED. THE EEOR SHALL

REQUIRE REVISIONS TO BE MADE IN THE FIELD IF THE INSTALLATION DOES NOT FALL WITHIN

THESE PROJECT-SPECIFIC GUIDELINES. NO ALLOWANCE SHALL BE MADE FOR

INSTALLATIONS NOT ADHERING TO THESE REQUIREMENTS.

GENERAL NOTES

# NOTE

E013/16" = 1'-0"

2ONE-LINE DIAGRAM

E011" = 50'-0"

1ELECTRICAL SITE PLAN

(N) 80kW GENERATOR

(E) SERVICE PEDESTAL

(N) BOLLARD, TYP. SEE

MECHANICAL SHEET

P02 FOR DETAILS

36" M

IN

(N) 1000

GALLON

LPG TANK

(N) 1000

GALLON

LPG TANK

" M

IN

(N) 200A ATS

E02

E02

GEN. BATTERY CHARGER/CONTROL PANEL

GEN. BLOCK HEATER

11'-0" x 16'-0"

CONCRETE PAD

M

IN

T

Y P

1"C-10#14 (GEN START, GEN FAIL, GEN RUN, SPARES)

S01

S01

FINISH GRADE

D

2"MIN2"MIN

WARNING

TAPE

COMPACTED

TRENCH

BACKFILL

12"

BACKFILL W/ SAND

HAND TAMP

D=3" MIN FOR 2" AND LARGER CONDUIT

D=2" MIN FOR 1 1/2" AND SMALLER CONDUIT

M

IN

M

IN

M

IN

2" GALVANIZED PIPE CAP, TYP.

1-5/8" X 1 5/8" DEEP GALVANIZED STRUT CHANNEL, 12

GAUGE SLOTTED, B-LINE B225H OR APPROVED EQUAL

2" DIA X 10' SCHEDULE 40 GALVANIZED STEEL PIPE (ASTM A53 GR.B)

CONCRETE

FOOTING

CONDUIT

AS SHOWN

FINISHED GRADE

1 5/8" x 13/16 GALVANIZED STRUT CHANNEL SPRING NUT WITH 1/2" x 1" GALVANIZED BOLT, TYP. (B-LINE

B525H OR EQUAL)

2" GALVANIZED PIPE CLAMP, B-LINE

B2400-2 OR APPROVED EQUAL

VERTICAL STRUT ATTACHED

TO HORIZONTAL, TYP.

3'-9"

4'-3"

12"

DIA

5'-0" MAXIMUM

2'-0" MIN.

SEE STRUCTURAL

SHEET S01

CONCRETE PAD

3/4" CHAMFERED EDGE, TYP.

PLACE BEARING PADS BETWEEN FUEL TANK AND

CONCRETE PAD PER GENSET MANUFACTURER

GENERATOR

SOUND ENCLOSURE

FINISHED GRADE

CLR, TYP.

3"

CLR, TYP.

6"

EARTH

FINISHED GRADE

CONDUIT ENTRY AREA FOR

LOAD LEADS (BOTTOM ENTRY)

BLOCK HEATER, BATTERY HEATER AND

ENGINE START CONDUIT ENTRY

FUEL INLET LOCATION

8' - 8"

6' - 11"

3' - 7"

3' - 9 5/16"

/1

C

LR2

GENERATOR FRAME FLOOR PLAN - CONDUIT ENTRY

ELEVATION - FRONT

GENERATOR

80kW

3123 LBS MAX

140"

/1

CONCRETE PAD, SEE STRUCTURAL

SHEET S01

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ST AT E O F C A L I F O R N IA

No. E 22477

EL ECT R I CAL

C A L V I N A.

EI

HSBA

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SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

SHEET

PMIS/PKG NO.

DRAWING NO.

OF

TITLE OF SHEET

148519

PACE

ENGINEERING

REDDING, CA.

253759

C R e v it L o c a l F ile s \2

.0

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N P

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GENERATOR -

ELECTRICAL SITE PLAN

E02 5/29/20

KC

CA

CA

WHISKEYTOWN-SHASTA-TRINITY N.R.A.

BRANDY CREEK WASTEWATER TREATMENT PLANT

1. SEE ONE-LINE DIAGRAM FOR CONDUIT/CONDUCTOR INFORMATION.

KEYNOTES

NOTE#

E021/4" = 1'-0"

4POWER PLAN

NTS E02

1UNDERGROUND CONDUIT

NTS E02

2ATS 200A NEMA 3R - TRANSFER SWITCH MOUNTING DETAIL TO UNISTRUT

NTS E02

3GENERATOR FOUNDATION DETAIL

AREA OF WORK

SEE SHEET P03

PLUMBING ABBREVIATIONS

ø - DIAMETER/ROUND

(ABV) - ABOVE

APPRX - APPROXIMATE

BTU - BRITISH THERMAL UNIT

BTUH - BRITISH THERMAL UNIT PER HOUR

BTWN - BETWEEN

BV - BALL VALVE

(D) - DROP

DEMO - DEMOLISH

(E) - EXISTING

FC - FLEXIBLE CONNECTION

FG - FINISH GRADE

GPH - GALLONS PER HOUR

GPM - GALLONS PER MINUTE

HZ - HERTZ

IAW - IN ACCORDANCE WITH

KW - KILOWATT

LBS - POUNDS

LPG - LIQUEFIED PETROLEUM GAS

(N) - NEW

NC - NORMALLY CLOSED

NO - NORMALLY OPEN

PH - PHASE

POC - POINT OF CONNECTION

QTY - QUANTITY

RV - RELIEF VALVE

SOV - SHUTOFF VALVE

TYP - TYPICAL

(UG) - UNDER GROUND

UNO - UNLESS OTHERWISE NOTED

(US) - UNDER SLAB

V - VOLTS, VENT

WP - WORKING PRESSURE

NOTE: THIS IS A SUPPLEMENTAL STANDARD PLUMBING LEGEND. SOME SYMBOLS OR ABBREVIATIONS MAY

APPEAR ON THIS LEGEND AND NOT ON THE PLANS.

STRAINER

FLEXIBLE CONNECTOR

LIQUEFIED PETROLEUM GAS

NOTE: THIS IS A SUPPLEMENTAL STANDARD PLUMBING LEGEND. SOME

SYMBOLS MAY APPEAR ON THIS LEGEND AND NOT ON THE PLANS.

PLUMBING SYMBOLS

E Q

U

IP

M E N

T P

IP

IN

G

POINT OF CONNECTION

SY

M

B O

LS

KEY NOTE1

VALVE

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

SHEET

PMIS/PKG NO.

DRAWING NO.

OF

TITLE OF SHEET

148519

PACE

ENGINEERING

REDDING, CA

253759

C R e v it L o c a l F ile s \2

.0

W h is k e y to w n N

P S

G e n e ra to r

A d d it io n M

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P

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GENERATOR -

PLUMBING SITE

PLANP01

5/29/20

BW

AM

AM

WHISKEYTOWN-SHASTA-TRINITY N.R.A.

BRANDY CREEK WASTEWATER TREATMENT PLANT

1. PRODUCTS, PROCEDURES, AND INSTALLATION SHALL BE IN ACCORDANCE WITH

APPLICABLE NFPA REQUIREMENTS, APPLICABLE STATE LAWS, LOCAL LAWS, CODES AND

ORDINANCES. THE CONTRACTOR SHALL ADHERE TO THE SPECIFIC PRODUCT AND

INSTALLATION REQUIREMENTS OF THE UTILITY COMPANIES AND MANUFACTURER'S

PROVIDING MATERIALS TO THE JOB. CONFLICTS, IF ANY, WILL BE RESOLVED AT THE

DISCRETION OF THE EOR (ENGINEER OF RECORD).

2. IT IS OF THE UTMOST IMPORTANCE THAT THE INSTALLING CONTRACTOR HAVE A MASTERY

OF THE PROJECT-SPECIFIC REQUIREMENTS SHOWN IN SPECIFICATIONS AND

CONSTRUCTION DRAWINGS. IT IS STRONGLY ADVISED THAT THE CONTRACTOR CONTACT

THE EOR FOR CLARIFICATION OR RFI THE EOR IF FURTHER INFORMATION IS REQUIRED. THE

EOR SHALL REQUIRE REVISIONS TO BE MADE IN THE FIELD IF THE INSTALLATION DOES NOT

FALL WITHIN THESE PROJECT-SPECIFIC GUIDELINES. NO ALLOWANCE SHALL BE MADE FOR

INSTALLATIONS NOT ADHERING TO THESE REQUIREMENTS.

GENERAL NOTES

# NOTE

P011" = 50'-0"

1OVERALL PLUMBING SITE PLAN

(N) GENERATOR

(E) SERVICE PEDESTAL

P02

,TYP. OF 7(N) BOLLARD

(N) 1000

GALLON

LPG TANK

2" LPG (UG)

3 3

P02

P02

CONCRETE PAD PER

STRUCTURAL DRAWINGS

P02

,TYP. OF 6(N) BOLLARD

(N) 1000

GALLON

LPG TANK

48"

2" LPG

DROP (UG)

WHERE FEASIBLE

COORDINATE GAS LINE AND GENERATOR INSTALLATION.

CONNECT GAS LINE TO GENERATOR.

36" MIN

PROVIDE EMERGENCY SHUTOFF VALVE

IN ACCESSIBLE LOCATION

(N) ATS

1000 GALLON LP GAS STORAGE TANK FURNISHED WITH

REGULATOR & TANK LEVEL GAUGE. PAINT TANK WITH

ZINC PRIMER & ENAMEL FINISH. TANK TO MEET ALL

CURRENTLY APPLICABLE CODES & REGULATIONS.

SHUT-OFF VALVE

FLEXIBLE CONNECTOR

REGULATOR

SCH 40 POLYETHYLENE COATED BLACK STEEL,

SIZE PER PLAN

NOTE: CONTRACTOR SHALL PROVIDE ALL NECESSARY

PIPE, FITTINGS, OR OTHER TO PROVIDE FOR COMPLETE

INSTALLATION. SEE CURRENT NFPA 58 AND CPC.

"Y" STRAINER

"MEEDER" OR EQUAL

HEADER FOR (2) TANKS

SHUT-OFF VALVE

POLYETHYLENE PIPE DESIGNED FOR THE PURPOSE,

SIZE PER PLAN

GROUND LEVEL

SAND BACKFILL

MIN 4" THICK

SEE NOTE 4

NATIVE BACKFILL

(N) PIPE

SAND BEDDING

MIN 2" THICK

SEE NOTE 4

UNDISTURBED EARTH

(E) PIPE OR CONDUIT, VERIFY

STRUCTURAL INTEGRITY

(E) BACKFILL TO REMAIN

TOP OF GRADE,

PAVING OR SLAB

NOTES:

1. PROVIDE ACCESS CLEARANCE FOR INSPECTION, MAINTENANCE AND REPAIRS.

2. PROVIDE MINIMUM 12" OF BACKFILL. WHERE DAMAGE MAY OCCUR TO PIPING

FROM EXTERNAL LOADS, PROVIDE MINIMUM OF 18" BACKFILL.

3. PIPE BEDDING SHALL BE A MINIMUM OF 2" THICK AND CLEARANCE BETWEEN

OTHER SERVICES SHALL BE A MINIMUM OF 12".

4. SAND SHALL CONSIST OF NATURAL OR MANUFACTURED GRANULAR MATERIAL, OR

A COMBINATION THEREOF, FREE OF DELETERIOUS AMOUNTS OF ORGANIC

MATERIAL, MICA, LOAM, CLAY, AND OTHER SUBSTANCES NOT SUITABLE FOR THE

PURPOSE INTENDED. SAND SHALL BE SUCH SIZE THAT 90 PERCENT TO 100 PERCENT

WILL PASS A NO. 4 SIEVE AND NOT MORE THAN 5 PERCENT WILL PASS A NO. 200

SIEVE.

12" MIN

BETWEEN SERVICES

4' 0" 4' 0"

NO JOINTS IN THIS AREA

1' MIN ∅

PERMANENT

FILL & CAP W/ CONC

SAFETY REFLECTION

TAPE, TYP

4"∅ SCH 40 GPS

2 COATS SAFETY

YELLOW ENAMEL

PAINT

CLASS 420-C-2500

CONC

NOTES:

1. PERMANENT BOLLARDS SHALL BE INSTALLED, UNO.

2. HARD-TEMPERED ZINC PLATED STL CHAIN. 12 IN LENGTH, 3/8 IN ∅ W/ 1 1/2 IN

OPENING, 3 IN TO BE PARTIALLY CAST IN CONCRETE & WELDED TO SLEEVE.

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

SHEET

PMIS/PKG NO.

DRAWING NO.

OF

TITLE OF SHEET

148519

PACE

ENGINEERING

REDDING, CA

253759

C R e v it L o c a l F ile s \2

.0

W h is k e y to w n N

P S

G e n e ra to r

A d d it io n M

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H R a m ill e r.

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/2

/2

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P

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GENERATOR -

PLUMBING PLAN

P02 5/29/20

BW

AM

AM

WHISKEYTOWN-SHASTA-TRINITY N.R.A.

BRANDY CREEK WASTEWATER TREATMENT PLANT

P021/4" = 1'-0"

4PLUMBING PLAN

GENERAL NOTES

NOTE

1. PRESSURE AT GENERATOR INLET SHALL BE SET AT 9 INCH WC, AND BE MAINTAINED

BETWEEN 7 AND 11 INCH WC.

2. CONTRACTOR SHALL LOCATE EXISTING UTILITIES.

3. CONTRACTOR SHALL PROVIDE TRENCHING, PIPE BEDDING, UNDERGROUND MARKERS,

AND TRENCH FILL, AND COORDINATE WITH TANK AND GAS LINE INSTALLER.

4. MAINTAIN A MINIMUM OF 10'-0" CLEARANCE FROM THE TANK FILL LOCATIONS, RELIEF,

AND VENTS TO IGNITION SOURCES, INCLUDING THE GENERATOR.

5. REMOVE ALL COMBUSTIBLE EXISTING STRUCTURES AND FOLIAGE WITHIN 10'-0" OF TANK.

6. TANKS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 58, 2019 CALIFORNIA

PLUMBING CODE, AND 2019 CALIFORNIA FIRE CODE.

7. ANY GAS VENT FROM TANK PERTINENCES SHALL BE 10' MINIMUM FROM ANY POTENTIAL

SOURCE OF IGNITION.

KEYNOTES

NOTE#

1. INSTALL BOLLARDS A MINIMUM 3' FROM PROPANE TANK. SPACE 4' APART. MAINTAIN A

MINIMUM 25' FROM TANK SURFACES TO BUILDING, PUBLIC WAYS, AND LOT LINES.

PRIVATE DRIVEWAYS ARE NOT CONSIDERED PUBLIC WAYS.

2. TRENCH AND ROUTE FUEL GAS PIPING UNDERGROUND TO GENERATOR CONNECTION.

3. INCLUDE SHUT-OFF VALVE ON FUEL GAS LINE NEAR TANK.

NTS P02

1LPG TANK INSTALLATION AND PIPING DIAGRAM

NTS P02

2PIPE CROSSING AND BEDDING

NTS P02

3BOLLARD DETAIL

ABBREVIATIONS:

AB Anchor Bolt, Aggregate Base

ACI American Concrete Institute

ADH AB Adhesive Anchor Bolt

APPROX Approximately

ASTM American Society of

Testing Materials

CBC California Building Code

CERT Certificate

CG Center of Gravity

CIP Cast in Place

C Centerline

CONC Concrete

CONT Continuous

CY Cubic yard

DIA, Ø Diameter

EA Each

EF Each Face

EG Existing Grade

FG, FIN GR Finish Grade

FND Foundation

FOC Face of Concrete

GALV Galvanized

HDG Hot Dip Galvanized

HORIZ Horizontal

MAX Maximum

MIN Minimum

MISC Miscellaneous

O/ Over

OC On Center

PSI Pounds per Square Inch

REQD Required

REV Reversed

SF Square Feet

SS, SST Stainless Steel

STL Steel

THRD, THD Threaded

TYP Typical

UNO Unless Noted Otherwise

VERT Vertical

W/ With

W/O Without

L

DD

d d

EXTENSION

4d OR 2-1/2" MIN

12d EXTENSION

180º HOOK

90º HOOK

NOTE:

D = 4d FOR #3 THRU #5

D = 6d FOR #3 THRU #8 BARS

D = 8d FOR #9, 10, 11 BARS

Class 2 aggregate base (AB), referred to as aggregate base material shall be 3/4" max. gradation conforming to Caltrans Standard Specifications, Section 26. Virgin crushed rock shall be utilized. All aggregate base shall be spread and compacted to 95% modified proctor in layers not more than

6" compacted thickness per ASTM D-1557 U.O.N.

AGGREGATE BASE (AB):

All disturbed soils within the footprint of the foundation pads shall be removed to expose dense native soils prior to placing aggregate base.

All areas of existing grade to receive compacted base shall be stripped of existing vegetation and debris and the exposed surface shall be compacted prior to placing aggregate base. Excavations depth under the full footprint of the foundations shall be the same depth so that the aggregate base thickness is consistent.

DEMOLITION AND GRADING:

TESTING & INSPECTION CHECKLIST

ADHESIVE ANCHORS

ITEM TESTING

INSPECTION

BY TYPE

NOTES ON TESTING AND INSPECTION

CRITERIA AND METHODS

REBAR & ANCHORS STR ENGR

OR

SPECIAL

SPOT

CONCRETE SLUMP AIR

CONTENT

COMPR

CYLINDER

STR ENGR

OR

SPECIAL

CONT

STR ENGR

OR

SPECIAL

CONTNONE

Check for size, grade, spacing, clearance, bar support type and spacing, secureness, lap splice locations and lengths, bend diameters. No double or reverse bending. Verify no dirt or oil on rebar.

Hole ∅ & Depth; Brush & Air Clean; Specs for Adhesive Rod ∅ &

Length: Sufficient Adhesive, Cleanup. Installation shall conform with

MFR installation instructions.

NONE

Verify mix design. Prior to placement, measure air content and determine slump with slump cone. Make concrete cylinders (four cylinders minimum for each 100 yards or less of concrete per day).

Check weigh masters certificate to confirm specified concrete mix.

Prepare inspection report. Check consolidation, finishing, and curing methods.

STR ENGR denotes the Engineer responsible for the structural design or his representative.

CONT denotes full-time observation by the designated inspector while the item is being constructed.

SPECIAL denotes an inspector qualified to inspect the item under consideration. Special Inspectors shall not be employed by the contractor.

SPOT denotes observation by the designated inspector after the item is constructed to verify the item is in general conformance with the contract documents and is satisfactory for the next phase of construction.

FOUNDATION PREP STR ENGR

OR

SPECIAL

SPOTCOMPACTION Verify all loose soils and debris removed from foundation footprint an that native soild surface is compacted. Test compaction of AB fill per

ASTM D6983.

5/8" ADHESIVE ANCHORS,

PROVIDE (2) EACH SIDE, 4 TOTAL

MINIMUM WITH MINIMUM 0'-6"

EMBEDMENT INTO CONCRETE

PAD; VERIFY ANCHOR QUANTITY

AND SIZE WITH GENERATOR MFR.

CONCRETE PAD

3/4" CHAMFERED

EDGE, TYP.

PLACE BEARING PADS

BETWEEN FUEL TANK AND

CONCRETE PAD PER

GENSET MANUFACTURER

SOUND ENCLOSURE

FINISHED

GRADE

3" CLR

#4 AT 12" OC MAX

EA WAY AT BOTTOM

OVER EXCAVATE AS SHOWN

AND BACKFILL WITH

COMPACTED CALTRANS CLASS II

AGGREGATE BASE

6" CLR

EARTH

FINISHED

GRADE

3' - 9 5/16"

/1

C

LR

GENERATOR

AND

ENCLOSURE

WEIGHT =

3123 LB

#4x AT 12" OC

EA WAY AT TOP

TYP

TYP

NOTES:

1. CONTRACTOR SHALL VERIFY PAD DIMENSIONS AND SIZE AND

NUMBER OF ANCHORS WITH GENERATOR AND TANK MFR PRIOR TO

CONSTRUCTION OF CONCRETE PADS

3/4" CHAMFERED

EDGE, TYP 4-5/8" MIN

SS ADHESIVE

ANCHORS

PROPANE TANK

FINAL

GRADE

8" CONC SLAB W/ #4

AT 12" OC EA WAY AT

MID-DEPTH

CALTRANS CLASS II AGGREGATE

BASE COMPACT TO 95% RELATIVE

COMPACTION. TEST COMPACTION

PER ASTM D6938

NOTES:

1. SEE FOUNDATION & ANCHOR NOTES ON DETAIL

EARTH

M

IN6

M

IN

TYP ALL SIDES

1' - 0" MIN

S01

PROJECT DESIGN AND CONSTRUCTION NOTES

STRUCTURAL AND BUILDING DESIGN CRITERIA

GENERAL REQUIREMENTS

All construction shall conform with the adopted editions of the Building Codes and all other applicable codes, ordinances, laws and provisions set forth in these Construction

Documents. The Construction Documents are considered to be, but are not limited to, the plans and specifications, notifications, change orders, addendums, clarifications and instructions. Any construction that does not comply with the Construction

Documents shall be subject to rejection by the Engineer or Architect. This project is subject to American Iron and Steel requirements as mandated by the CWSRF Program.

STRUCTURAL REVIEWS AND INSPECTIONS

See CONCRETE section for mix design submittals.

See TESTING AND INSPECTIONS CHECKLIST for required inspections.

The Contractor shall notify the Engineer at least 2 days in advance of any construction activity which requires inspection. Failure of the Engineer to inspect the work when required due to lack of notification will be cause for the Engineer to be relieved of all liability associated with the work.

Foundation Design Data

Allowable Bearing Stress: 1500 psf per CBC TBL 1806.2, class 4 material (Assumed)

Adopted Building Codes: 2019 California Building Code

Contact Engineer if unsuitable soils are encountered at foundations.

28 DAY COMPRESSIVE STRENGTH = 3000 PSI, SEE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

CONCRETE:

SEE CAST-IN-PLACE CONRETE SPECIFICATIONS FOR ADHESIVE ANCHORS

ADHESIVE ANCHORS:

SUB SHEET NO.DESIGNED:

TECH. REVIEW:

DATE:

SHEET

PMIS/PKG NO.

DRAWING NO.

OF

TITLE OF SHEET

148519

PACE

ENGINEERING

REDDING, CA

253759

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P ro je c ts

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N P

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W h is k e y to w n

N P

S G e n e ra to r

V

M

R

.r v t

/2

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:2

:3

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GENERATOR - STRUCTURAL

NOTES AND DETAILS

S01 5/29/20

VM

EJ

EJ

WHISKEYTOWN NPS GENERATOR ADDITION

NTS S01

3STANDARD REBAR HOOKS

NTS S01

1GENERATOR FOUNDATION DETAIL

NTS S01

2PROPANE TANK FOUNDATION DETAIL

5/29/20