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DETAIL

A-A

SECTION NO.

SHT. SHOWN

ON

SHT. TAKEN

FROM

DETAIL NO.

SHT. SHOWN

ON

SHT. TAKEN

FROM

S-1

CITY OF LONG BEACH

DEPARTMENT OF PUBLIC WORKS

411 W. OCEAN BLVD., 5TH FLOOR

LONG BEACH, CA 90802

TETRA TECH, INC.

ENGINEERS, PLANNERS, & ARCHITECTS

17885 VON KARMAN AVE #500

(949) 809-5000

PROJECT DIRECTORY 1

DWG REF. SHT # TITLE

T-1 1 TITLE SHEET- LONG BEACH AIRPORT

GATEWAY SIGN

C-1 2 CONSTRUCTION PLAN & ELEVATION

C-2 3 SECTIONS & DETAILS

A-1 4 SITE CONTEXT, SITE PLAN & GRAPHIC

STANDARDS

A2 5 SITE AND SIGN LOCATION PLAN,

ELEVATIONS & DESIGN DETAILS

A-3 6 DAY & NIGHT RENDERINGS

I-1 7 IRRIGATION PLAN

E-1 8 ELECTRICAL SYMBOLS, NOTES, AND

ABBREVIATIONS

E-2 9 ELECTRICAL SITE PLAN

E-3 10 ELECTRICAL DETAILS

E-4 11 SINGLE LINE DIAGRAM

SHEET INDEX 2

THE WORK TO BE PERFORMED INCLUDES: INSTALLATION OF THE

CONCRETE FOOTING AND RETAINING WALL FOR THE LONG BEACH

AIRPORT GATEWAY SIGN.

PROJECT DESCRIPTION 34VICINITY MAP

6REFERENCE LEGEND

S-1S-1 S-1

5APPLICABLE CODES

2022 EDITION OF THE CALIFORNIA BUILDING CODE

2022 EDITION OF THE CALIFORNIA FIRE CODE

2022 EDITION OF THE CALIFORNIA ELECTRICAL CODE

2022 EDITION OF THE CALIFORNIA MECHANICAL CODE

2022 EDITION OF THE CALIFORNIA PLUMBING CODE

2022 EDITION OF THE CALIFORNIA GREEN BUILDING

STANDARDS CODE

2022 EDITION OF THE CALIFORNIA BUILDING ENERGY

EFFICIENCY STANDARDS CODE

TITLE 18 OF THE LONG BEACH MUNICIPAL CODE

SECTION

CONSTRUCTION NOTES

8SITE MAP/ STAGING AREA SCALE: N.T.S.

LO

N

G B

EA

C

H A

IR

PO

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G A

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A Y

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PROJECT SITE

STAGING AREA WITH 6' FENCE

COVERED WITH AN APPROVED SCREEN

1 GRUB AND CLEAR SITE.

2 EXCAVATE, BACKFILL, AND GRADE.

3 INSTALL ELECTRICAL. SEE ELECTRICAL PLAN.

4 EXCAVATE AND CONSTRUCT RETAINING WALL PER SHT C-2,

DTL. 1.

5 INSTALL 12'x18" ALUMINUM "LETTERS".

6 REPAIR IRRIGATION. SEE LANDSCAPE PLAN.

7 6' FENCE COVERED WITH AN APPROVED SCREEN.

8 CONSTRUCT CONCRETE SWALE PER SHT C-2, DTL. 4.

9 REMOVE AND REPLACE IRRIGATION CONTROL VALVES.

10 INSTALL NEW 34" IRRIGATION LINE WITH NEW SPRAY HEADS

IN-KIND - HUNTER PGJ - 180 DEGREE SPRINKLER HEAD

UNLESS OTHERWISE NOTED. INCREASE LINE TO

MATCH MAIN LINE AND HEADS.

GENERAL NOTES

1. CONTRACTOR SHALL COMPLY WITH ALL PERMITS FOR THE WORK. THE

CONTRACTOR SHALL COMPLY WITH ALL STATE, COUNTY, AND CITY LAWS AND

ORDINANCES RELATING TO SAFETY, CHARACTER OF WORK, EQUIPMENT AND

LABOR PERSONNEL. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH

ALL CITY ORDINANCES, PROVISIONS OF ALL APPLICABLE LOCAL AND REGIONAL

GUIDELINES AND STANDARDS. CONSTRUCTION SHALL CONFORM WITH THE 2022

EDITION OF THE CALIFORNIA BUILDING CODE, AMERICANS WITH DISABILITIES

ACT (ADA), AND ALL LOCAL AND STATE CODES AND ORDINANCES WHERE

APPLICABLE.

2. THE CONTRACTOR SHALL FURNISH ALL TOOLS, EQUIPMENT, MATERIALS, AND

SUPPLIES AND SHALL PERFORM ALL LABOR, SUPERVISION, FABRICATION,

ASSEMBLY, AND INSTALLATION HEREIN.

3. CONTRACTOR SHALL STRICTLY ENFORCE ALL APPLICABLE SAFETY LAWS (I.E.

OSHA, CAL-OSHA) AND MAINTAIN SITE SAFETY. THE CONTRACTOR SHALL

PROVIDE BARRICADES, WARNING LIGHTS, AND SIMILAR SAFETY MEASURES TO

PROTECT PUBLIC SAFETY DURING CONSTRUCTION.

4. COPIES OF ALL PERMITS ARE AVAILABLE FROM THE CITY AND SHOULD BE

AVAILABLE FOR REFERENCE ON-SITE AT ALL TIMES.

5. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT FROM

DAMAGE ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE HELD

RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING STRUCTURES AND

UTILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE

EXACT LOCATION OF EXISTING UTILITIES BY USING UNDERGROUND DIG ALERT

SERVICE SUFFICIENTLY IN ADVANCE OF BEGINNING OR WORK. THE

CONTRACTOR SHALL THEN NOTIFY THE APPROPRIATE UTILITY COMPANIES. ANY

UTILITIES EXPOSED OR DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT

THE CONTRACTOR'S EXPENSE.

6. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO ADJACENT FACILITIES

CAUSED BY OR DURING THE PERFORMANCE OF WORK AT NO ADDITIONAL COST

TO COLB.

7. THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE

JOB SITE CONDITIONS AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE

ADEQUATE LIABILITY INSURANCE TO DEFEND, INDEMNIFY AND HOLD HARMLESS

COLB FROM ANY CLAIMS AND DAMAGES THAT MAY ARISE FROM THIS

CONSTRUCTION.

8. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING ALL REQUIRED

INSPECTIONS. THE PRESENCE OR ABSENCE OF A CITY OR OTHER INSPECTOR

WILL NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR THE

PROPER PERFORMANCE OF WORK.

9. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR

UNLESS OTHERWISE NOTED. ANY AND ALL CONSTRUCTION MATERIAL SHALL BE

REMOVED FROM THE SITE WITHIN 5 DAYS OF COMPLETION OF CONSTRUCTION.

10. ANY CONFLICTS WITH THE DESIGN OR ANY CHANGES TO THE PLANS SHALL BE

AUTHORIZED BY THE ENGINEER BEFORE CONTINUING WITH WORK IN THAT

AREA.

11. ANY OFF-SITE IMPROVEMENTS FOUND TO BE DAMAGED SHALL BE REPLACED TO

THE SATISFACTION OF THE CITY ENGINEER.

12. CONTRACTOR SHALL APPLY FOR FAA 7460 PERMIT 90 DAYS PRIOR TO

CONSTRUCTION.

STAGING AND DEMOLITION

1. CONTRACTOR SHALL SCHEDULE AND COORDINATE CONSTRUCTION AND

DEMOLITION/REMOVAL WITH THE CITY TO ALLOW FOR USE OF ADJACENT

FACILITIES.

2. INSTALL 6' TEMPORARY SCREENED SECURITY FENCE AROUND CONTRACTOR

STAGING AREA APPROVED BY THE ENGINEER OF RECORD. STAGING AREA AND

PROJECT SITE TO BE RESTORED TO EXISTING OR BETTER CONDITION AFTER

CONSTRUCTION.

REINFORCING STEEL

1. ALL ARRANGEMENT AND DETAILING OF REINFORCING STEEL, INCLUDING BAR

SUPPORTS AND SPACERS, SHALL BE IN ACCORDANCE WITH THE LATEST ACI 315

DETAILING MANUAL.

2. ASTM A934 / A934M-16, GRADE 40 (#3 REBAR OR SMALLER), ASTM A934 /

A934M-16, GRADE 60 (#4 REBAR OR LARGER), ASTM A185, GRADE 65 (WELDED

WIRE FABRIC SHEETS). BARS TO BE WELDED SHALL BE ASTM A706, GRADE 60.

3. ALL REBAR PROVIDED MUST BE EPOXY COATED OR HOT DIPPED GALVANIZED.

SS 316 BOLTS

1. STAINLESS STEEL BOLTS SHALL CONFORM TO THE FOLLOWING: ALLOY GROUP

2, ASTM F879, 75 KSI TENSILE STRENGTH

CONCRETE

1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO REQUIREMENTS SET

FORTH IN ACl-318, AND ACl-301.

2. THE MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE AT 28 DAYS SHALL BE:

F'c - 4,000 PSI TYPE II/V.

3. CONCRETE MIX DESIGN SHALL NOT EXCEED A WATER/CEMENT RATIO OF 0.45.

APPROVED ADMIXTURES MAY BE USED TO INCREASE THE WORKABILITY OF THE

CONCRETE UPON WRITTEN APPROVAL OF THE OWNER.

4. ALL CONCRETE MIXING SHALL MEET THE REQUIREMENTS SET FORTH IN ASTM

C94. USE TYPE III/V CEMENT, ASTM 150.

5. CONCRETE SHALL BE NORMAL WEIGHT WITH MAX. AGGREGATE OF ¾" AND

CONFORMING TO ASTMC33.

6. WET SETTING OF REINFORCING BARS IN FOOTINGS AND WALLS IS NOT

ALLOWED.

7. PROTECT ALL CONCRETE FROM DRYING AND PREMATURE CURING DURING

EXTREME WEATHER CONDITIONS. IT IS NOT PERMITTED TO ADD ANY POTABLE

WATER TO MIXTURE ON-SITE.

8. CONCRETE FORM WORK TO BE OF ADEQUATE STRENGTH AND BRACED TO

PREVENT DEFORMATION.

SUBMITTALS

1. CONCRETE MIX DESIGN

2. EPOXY COATED REBAR

3. SS 316 BOLTS

4. ELECTRICAL MATERIALS

DEPUTY INSPECTIONS

1. FOUNDATION EXCAVATION

2. BASE COMPACTION

3. SUBBASE COMPACTION

4. REBAR PLACEMENT

5. CONCRETE POUR

GRADING NOTES

1. CONTRACTOR TO UTILIZE EXCAVATED MATERIAL TO GRADE TO

ADJACENT ELEVATION.

2. COMPACT TO 90% MAXIMUM DRY DENSITY.

3. SPRAY WATER TO REDUCE DUST DURING EXCAVATION.

4. COVER STOCK PILES DAILY.

IRRIGATION

SCOPE OF WORK FOR IRRIGATION IS TO REPLACE IRRIGATION CONTROL

VALVES. REPLACE UP TO 30% OF 34" PVC IRRIGATION LINES AND 100% OF ALL

SPRAY HEADS IN-KIND. CONTRACTOR TO PERFORM PERFORMANCE.

ABBREVIATIONS

ACI AMERICAN CONCRETE INSTITUTE

ASD ALLOWABLE STRESS DESIGN

ASTM AMERICAN SOCIETY FOR TESTING MATERIALS

AVE. AVENUE

BLVD. BOULEVARD

CLB CITY OF LONG BEACH

CLR CLEAR

CONC CONCRETE

CONT. CONTINUOUS

CY CUBIC YARDS

DEMO DEMOLISH

DIA. DIAMETER

DTL. DETAIL

(E) EXISTING

EL. ELEVATION

ELEV. ELEVATION

EPB ELECTRICAL PULL BOX

HEX HEXAGONAL

HP HIGH POINT

ICV IRRIGATION CONTROL VALVE

KSI KILOPOUNDS PER SQUARE INCH

LG LONG

MAX MAXIMUM

MIN MINIMUM

(N) NEW

NO. NUMBER

NTS NOT TO SCALE

O.C. ON CENTER

P.I.P. PROTECT IN PLACE

P.O.C. POINT OF CONNECTION

PSI POUNDS PER SQUARE INCH

REF. REFERENCE

SHT SHEET

SS 316 STAINLESS STEEL 316

THK THICKNESS

TYP TYPICAL

W/ WITH

W. WEST FINAL SUBMITTAL - FOR REVIEW

BEST MANAGEMENT PRACTICES

(BMP'S)

CONTRACTOR 'S CONSTRUCTION RESPONSIBILITES AND DEBRIS REMOVAL

A. NO DEMOLITION OR CONSTRUCTION MATERIALS, EQUIPMENT, DEBRIS,

OR WASTE SHALL BE PLACED OR STORED WHERE IT MAY ENTER

SENSITIVE HABITAT, RECEIVING WATERS OR A STORM DRAIN, OR BE

SUBJECT TO WAVE, WIND, RAIN OR TIDAL EROSION AND DISPERSION;

B. ANY AND ALL DEBRIS RESULTING FROM DEMOLITION OR CONSTRUCTION

ACTIVITIES, AND ANY REMAINING CONSTRUCTION MATERIAL, SHALL BE

REMOVED FROM THE PROJECT SITE WITHIN 24 HOURS OF COMPLETION

OF THE PROJECT;

C. DEMOLITION OR CONSTRUCTION DEBRIS AND SEDIMENT SHALL BE

REMOVED FROM WORK AREAS EACH DAY THAT DEMOLITION OR

CONSTRUCTION OCCURS TO PREVENT THE ACCUMULATION OF

SEDIMENT AND OTHER DEBRIS THAT MAY BE DISCHARGED OUTSIDE OF

THE PROJECT SITE;

D. MACHINERY OR CONSTRUCTION MATERIALS NOT ESSENTIAL FOR

PROJECT IMPROVEMENTS WILL NOT BE ALLOWED AT ANY TIME ONSITE;

E. ALL TRASH AND DEBRIS SHALL BE DISPOSED IN THE PROPER TRASH

AND RECYCLING RECEPTACLES AT THE END OF EVERY CONSTRUCTION

DAY;

F. THE APPLICANT SHALL PROVIDE ADEQUATE DISPOSAL FACILITIES FOR

SOLID WASTE, INCLUDING EXCESS CONCRETE, PRODUCED DURING

DEMOLITION OR CONSTRUCTION;

G. DEBRIS SHALL BE DISPOSED OF AT A LEGAL DISPOSAL SITE OR

RECYCLED AT A RECYCLING FACILITY.

H. ALL STOCK PILES AND CONSTRUCTION MATERIALS SHALL BE COVERED,

ENCLOSED ON ALL SIDES, SHALL BE LOCATED AS FAR AWAY AS

POSSIBLE FROM DRAIN INLETS AND ANY WATERWAY, AND SHALL NOT BE

STORED IN CONTACT WITH THE SOIL;

I. MACHINERY AND EQUIPMENT SHALL BE MAINTAINED AND WASHED IN

CONFINED AREAS SPECIFICALLY DESIGNED TO CONTROL RUNOFF.

THINNERS OR SOLVENTS SHALL NOT BE DISCHARGED INTO SANITARY

OR STORM SEWER SYSTEMS;

K. THE DISCHARGE OF ANY HAZARDOUS MATERIALS SHALL BE PROHIBITED;

L. SPILL PREVENTION AND CONTROL MEASURES SHALL BE IMPLEMENTED

TO ENSURE THE PROPER HANDLING AND STORAGE OF PETROLEUM

PRODUCTS AND OTHER CONSTRUCTION MATERIALS. MEASURES SHALL

INCLUDE A DESIGNATED FUELING AND VEHICLE MAINTENANCE AREA

WITH APPROPRIATE BERMS AND PROTECTION TO PREVENT ANY

SPILLAGE OF GASOLINE OR RELATED PETROLEUM PRODUCTS OR

CONTACT WITH RUNOFF. THE AREA SHALL BE LOCATED AS FAR AWAY

FROM THE RECEIVING WATERS AND STORM DRAIN INLETS AS POSSIBLE;

M. BEST MANAGEMENT PRACTICES (BMPS) AND GOOD HOUSEKEEPING

PRACTICES (GHPS) DESIGNED TO PREVENT SPILLAGE AND/OR RUNOFF

OF DEMOLITION OR CONSTRUCTION-RELATED MATERIALS, AND TO

CONTAIN SEDIMENT OR CONTAMINANTS ASSOCIATED WITH DEMOLITION

OR CONSTRUCTION ACTIVITY, SHALL BE IMPLEMENTED PRIOR TO THE

ON-SET OF SUCH ACTIVITY; AND

N. ALL BMPS SHALL BE MAINTAINED IN A FUNCTIONAL CONDITION

THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITY.

CITY OF

LONG BEACH

PROJECT

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LEGEND

TREE

TRAFFIC SIGNAL BOX

ELECTRICAL PULL BOX

LIGHT POLE

IRRIGATION CONTROL VALVE

CHAIN LINK FENCE

STORM DRAIN

TRAFFIC SIGN

NPLAN: CONSTUCTION

SCALE: 1" = 10'

C-1 www.tetratech.com

249 EAST OCEAN BLVD, SUITE 325

LONG BEACH, CA 90808

PHONE: 562-495-0495, FAX: 562-495-5029

TE

XT

SOUTHBOUND LAKEWOOD BLVD.

AC PAVEMENT

B-B C-2

CONSTRUCTION NOTES

1 GRUB AND CLEAR SITE.

2 EXCAVATE, BACKFILL, AND GRADE.

3 INSTALL ELECTRICAL. SEE ELECTRICAL

PLAN.

4 EXCAVATE AND CONSTRUCT

RETAINING WALL (SEE C-2/DTL. 1).

5 INSTALL 12'x18" ALUMINUM "LETTERS".

6 REPAIR IRRIGATION. SEE LANDSCAPE

PLAN.

7 6' FENCE COVERED WITH AN APPROVED

SCREEN.

8 CONSTRUCT CONCRETE

SWALE

(SEE C-2, SEC A-A)

104'-7"

C-C C-2

C-1

3'

104'-7"

PLAN: RETAINING WALL

SCALE: 1" = 5'

C-1

2:

2:

GB

5'-21 2"15'-21

2"

6' TYP.

5'-21 2"

15'-21 2"

ELEVATION

SCALE: 1" = 5'

C-1

29.0' FENCE LINE

26.67' TOP OF WALL &

38.5' TOP OF LETTERS

26.167' GRADE AT FACE OF RW

NEON "FLY" SIGN

BY OTHERS

12'X18" ALUMINUM

LETTERS BY OTHERS

(E) SIDEWALK

(E) SIDEWALK

(N) RETAINING WALL

SEE C-2, DETAIL 1

125'-0"

12'-0"

15'-21 2" 5'-21

2" 104'-7"

6" SQUARE ALUMINUM

TUBE BY OTHERS

125'-0"

12'-0"

0'-6"

A-A C-2

2' STEM

6" TOE

2'-6" HEEL

LETTER CONNECTION

PER SHT C-2, DTL. 1

POINT TABLE

POINT NORTHING EASTING

A B

BENCH MARK: LA CO. PUBLIC WORKS BENCH MARK NO. 3Y12261 LEAD & "DWP" TAG IN S.

CB. 1.5M (5') W/O BCR @ E. END CB. @ SW COR SPRING ST & LAKEWOOD BLD.

ELEVATION= 29.025; NAVD 1988 DATUM; QUAD YEAR 2005.

A

B

NOT SHOWN

4 5

HP

OVEREXCAVATION

NATIVE SOIL

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D

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A

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249 EAST OCEAN BLVD, SUITE 325

LONG BEACH, CA 90808

PHONE: 562-495-0495, FAX: 562-495-5029

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17' 13'

12' ALUM.

LETTERS

6" EXPOSED

CONC. RW

5' SW

5' SW

29.0'

FENCE

LINE

12.14'

6.55'

SECTION

SCALE: 1" = 5'

A-A C-2

SECTION

SCALE: 1" = 5'

B-B C-2

18"

8"

12' ALUM.

LETTERS

18" 9.55' 19.45'

13.45'6'8.85'6'

DETAIL: RETAINING WALL

SCALE: 1" = 12'

C-2

(N) GRADE

2:1 SLOPE

6"

4'-3"

1'

EL. 26'.67'

EL. 23.167

2" CLR.

TYP.

U.O.N.

DETAIL: ALUM. FACING CONNECTION

SCALE: 1" = 2'

C-2

(E) G

RADE

(N) G

RADE

(N) G

RADE

2:1 SLOPE

(E) GRADE

ALUM SIGN

17.5'

BACK OF SW

AC PAVEMENT

AC PAVEMENT (E) GRADE

(N) GRADE

2:1 SLOPE

(E) GRADE

21.57'

BACK OF SW

(N) GRADE

ALUM SIGN

29.0'

EDGE OF AC

PAVEMENT

CONC RW SEE

C-2/DTL 1

2'-0"6"-0"

3" CLR.

2" CLR.

#5 @ 12"

#4 @ 12"

#5 @ 12" EA. FACE

TYP. LENGTH

2'-6"

NOTES:

1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS

OF 2500 P.S.I. CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO

SECTION 1905 OF THE CALIFORNIA BUILDING CODE AND SPECIFICATION 02751.

2. REINFORCING SHALL BE 6"X6"-W1.4XW1.4 WWM OR APPROVED EQUAL.

3. PRE-WET AND COMPACT SUBGRADE TO 90% COMPACTION PRIOR TO PLACE OF

CONCRETE. APPLY CURING COMPOUND PER SPECIFICATION 03301.

SWALE/TERRACE DRAIN

SCALE: N.T.S.C-2

SEE DETAIL 4 HEREON

CONC RW SEE

C-2/DTL 1

17' 13'

12' ALUM.

LETTERS

5' SW

29.0'

FENCE

LINE

12.14'

SECTION

SCALE: 1" = 5'

C-C C-2

18" 8.85'6'

(N) G

RADE

2:1 SLOPE

(E) GRADE

ALUM SIGN

17.5'

BACK OF SW

AC PAVEMENT

CONC RW SEE

C-2/DTL 1

1'

4" EPOXY ANCHOR RODS (MIN 4 PER

LETTER ATTACHMENT POINT)

#4 @ 12" TYP.

4"

MIN.

NOTES:

1. WATERPROOFING TO BE SONOSHIELD HLM 5000 (BASF CONSTRUCTION CHEMICALS,

LLC. (800) 433-9617) OR APPROVED EQUAL.

2. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS

OF 4,000 P.S.I. CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO

CHAPTER 1905 OF THE CALIFORNIA BUILDING CODE AND SPECIFICATION 02751.

3. PRE-WET AND COMPACT SUBGRADE TO 90% COMPACTION PRIOR TO PLACE OF

CONCRETE. APPLY CURING COMPOUND PER SPECIFICATION 03301.

4. REINFORCING SHALL BE ASTM A615 OR APPROVED EQUAL.

5. OVEREXCAVATION SHOULD BE SCARIFIED UP TO A DEPTH OF 6-INCHES, AND

COMPACTED TO A MINIMUM OF 110% OF OPTIMUM MOISTURE CONTENT TO AT LEAST

90% OF THE MAXIMUM DRY DENSITY ACCORDING TO ASTM D1557.

6. FOOTING SHALL BE EMBEDDED AT LEAST 2 FEET BELOW THE LOWEST ADJACENT

GRADE IN A SOIL WITH A BEARING CAPACITY OF 1200 PSF AND A COEFFICIENT OF

FRICTION OF 0.35.

1' MIN.

6" EXPOSED

CONC. RW

8"

6" EXPOSED

CONC. RW

8"

(E) G

RADE

(N) G

RADE

SIGN LOCATION PLAN

Scale: NTS

-5

0'- 0"

GATEWAY SIGN ZONE

+/-125'-0" www.tetratech.com

249 EAST OCEAN BLVD, SUITE 325

LONG BEACH, CA 90808

PHONE: 562-495-0495, FAX: 562-495-5029

TE

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COLORS AND MATERIALS

MP3071

WHITE WONDERP6 DARK GREY

PAINTP10

LOGO

selbert perkins design collaborative

432 Culver Boulevard, P laya Del Rey, CA 90293

T 310 822 5223 W se lber tperk ins.com

L O N G B E A C H A I R P O R T

G AT E WAY S I G N

NOTES

1. Sign Letters: Fabricated open channel letters with LED neon faces. All exterior/visible surfaces to be primed and painted White with additional anti-graffiti clear coating.

Visible fasteners painted to match surface.

2. Mounting: Fabricated 6"sq. aluminum tube support structure; Painted Black. Fabricator to determine suitable support structure dimensions.

3. LED: Internally illuminated with RGB LED modules;

spaced to provide even illumination & avoid hot-spots;

connected to main color changing controller

4. Electrical Power: Electrical power conduit to be embedded within structural support framing; Sign fabricator to coordinate primary electrical power connections with client and/or general contractor prior to fabrication & install.

5. Footings: Sign fabricator to provide depth, size, and materials as required per engineering prior to fabrica-tion.

6. Measurements & Locations: Sign Contractor to field verify all measurements and final sign locations with Owner prior to creating shop drawings.

FRONT ELEVATION

scale: 1/4" = 1'-0" 2

SIDE ELEVATION

scale: 1/4" = 1'-0" 3

SECTION DETAIL

scale: 3" = 1'-0"

Square aluminum tube support frame; painted per design layouts finished with an anti-graffiti clear coat

Provide liquid tight flex conduit connection of electrical power within support frame for connection to power supplies, light controller & disconnect switch as required

Indicates power supplies, light controller & disconnect switch as required

Custom fabricated aluminum channel letter form attachment bracket used to house electrical components for lighting system; all visible surfaces painted per design layouts

Fabricated aluminum channel letter form cover attached to channel bracket with countersink set screws painted to match returns; all painted per design layouts

Lag bolt attachment fasteners used to secure attachment bracket to support frame; type & size as required per engineering

Indicates potential attachment point locations of sign cabinet to support frame

Neoprene gasket connection for wire penetrations between metal components

Provide Milky White translucent acrylic face; thickness as required

Color changing RGB LED light modules secured to internal backer panel & sign cabinet framing; located & spaced to provide even light distribution & avoid hot-spots

3 BACK

FRONT

P10

P6

12"

+/- 6"

+/- 6" 12'-0"

15'-2 1/2"

4'-8 1/2"

5'-0" 5'-0"

5'-4 1/2"

9'-5 1/2"

14'-10"

1'-0" 6" 6"

2'-0"

NOTES

1. Sign Letters: Fabricated open channel letters with LED neon faces. All exterior/visible surfaces to be primed and painted White with additional anti-graffiti clear coating.

Visible fasteners painted to match surface.

2. Mounting: Fabricated 6"sq. aluminum tube support structure; Painted Black. Fabricator to determine suitable support structure dimensions.

3. LED: Internally illuminated with RGB LED modules;

spaced to provide even illumination & avoid hot-spots;

connected to main color changing controller

4. Electrical Power: Electrical power conduit to be embedded within structural support framing; Sign fabricator to coordinate primary electrical power connections with client and/or general contractor prior to fabrication & install.

5. Footings: Sign fabricator to provide depth, size, and materials as required per engineering prior to fabrica-tion.

6. Measurements & Locations: Sign Contractor to field verify all measurements and final sign locations with Owner prior to creating shop drawings.

FRONT ELEVATION

scale: 1/4" = 1'-0" 2

SIDE ELEVATION

scale: 1/4" = 1'-0" 3

SECTION DETAIL

scale: 3" = 1'-0"

Square aluminum tube support frame; painted per design layouts finished with an anti-graffiti clear coat

Provide liquid tight flex conduit connection of electrical power within support frame for connection to power supplies, light controller & disconnect switch as required

Indicates power supplies, light controller & disconnect switch as required

Custom fabricated aluminum channel letter form attachment bracket used to house electrical components for lighting system; all visible surfaces painted per design layouts

Fabricated aluminum channel letter form cover attached to channel bracket with countersink set screws painted to match returns; all painted per design layouts

Lag bolt attachment fasteners used to secure attachment bracket to support frame; type & size as required per engineering

Indicates potential attachment point locations of sign cabinet to support frame

Neoprene gasket connection for wire penetrations between metal components

Provide Milky White translucent acrylic face; thickness as required

Color changing RGB LED light modules secured to internal backer panel & sign cabinet framing; located & spaced to provide even light distribution & avoid hot-spots

3 BACK

FRONT

P10

P6

12"

+/- 6"

+/- 6" 12'-0"

15'-2 1/2"

4'-8 1/2"

5'-0" 5'-0"

5'-4 1/2"

9'-5 1/2"

14'-10"

1'-0" 6" 6"

2'-0"

NOTES

1. Sign Letters: Fabricated open channel letters with LED neon faces. All exterior/visible surfaces to be primed and painted White with additional anti-graffiti clear coating.

Visible fasteners painted to match surface.

2. Mounting: Fabricated 6"sq. aluminum tube support structure; Painted Black. Fabricator to determine suitable support structure dimensions.

3. LED: Internally illuminated with RGB LED modules;

spaced to provide even illumination & avoid hot-spots;

connected to main color changing controller

4. Electrical Power: Electrical power conduit to be embedded within structural support framing; Sign fabricator to coordinate primary electrical power connections with client and/or general contractor prior to fabrication & install.

5. Footings: Sign fabricator to provide depth, size, and materials as required per engineering prior to fabrica-tion.

6. Measurements & Locations: Sign Contractor to field verify all measurements and final sign locations with Owner prior to creating shop drawings.

FRONT ELEVATION

scale: 1/4" = 1'-0" 2

SIDE ELEVATION

scale: 1/4" = 1'-0" 3

SECTION DETAIL

scale: 3" = 1'-0"

Square aluminum tube support frame; painted per design layouts finished with an anti-graffiti clear coat

Provide liquid tight flex conduit connection of electrical power within support frame for connection to power supplies, light controller & disconnect switch as required

Indicates power supplies, light controller & disconnect switch as required

Custom fabricated aluminum channel letter form attachment bracket used to house electrical components for lighting system; all visible surfaces painted per design layouts

Fabricated aluminum channel letter form cover attached to channel bracket with countersink set screws painted to match returns; all painted per design layouts

Lag bolt attachment fasteners used to secure attachment bracket to support frame; type & size as required per engineering

Indicates potential attachment point locations of sign cabinet to support frame

Neoprene gasket connection for wire penetrations between metal components

Provide Milky White translucent acrylic face; thickness as required

Color changing RGB LED light modules secured to internal backer panel & sign cabinet framing; located & spaced to provide even light distribution & avoid hot-spots

3 BACK

FRONT

P10

P6

12"

+/- 6"

+/- 6" 12'-0"

15'-2 1/2"

4'-8 1/2"

5'-0" 5'-0"

5'-4 1/2"

9'-5 1/2"

14'-10"

1'-0" 6" 6"

2'-0" www.tetratech.com

249 EAST OCEAN BLVD, SUITE 325

LONG BEACH, CA 90808

PHONE: 562-495-0495, FAX: 562-495-5029

TE

XT

S

IT

E A

N D

S

IG

N L

O C

A T

IO

N P

L A

N

E

LE

V A

T

IO

N S

D E S

IG

N

D E

TA

IL

S

FRONT SECTION VIEW

scale: 3/32" = 1'-0" 2

SIDE SECTION VIEW

scale: 3/32" = 1'-0"

SIDE SECTION VIEW

scale: 3/32" = 1'-0"

TOP VIEW

scale: 3/32" = 1'-0"

Aluminum fabricated wire-way attached & concealed to top rear of base footing; used to house electrical connections, power supplies & disconnect switch as required; provide access panel for install/service; painted to match concrete surface

Sign fabricator to coordinate primary electrical power connection to sign; embedded conduits to be provided for various lighting components

Aluminum backer panel; painted per design layouts; removable to access for install & maintenance

Custom fabricated 12' "LONG BEACH" letter forms with face illuminated internal color changing RGB LED lighitng

SECTION DETAIL

scale: 3/4" = 1'-0"

Aluminum fabricated wire-way attached & concealed to top rear of base footing; used to house electrical connections, power supplies, color changing controller & disconnect switch as required; provide access panel for install/service; painted to match concrete surface

Hillside topography to be regraded so that sign footing can be poured without above ground retaining wall system

Sign fabricator to coordinate primary electrical power connection to sign; embedded conduits to be provided for various lighting components

Provide weather tight conduit connections, concealed at the rear base of each letter form

Aluminum backer panel; painted per design layouts; removable to access for install & maintenance

Aluminum angle letter form sign cabinet framing; size & thickness as required by engineering

Countersink set fastener; painted to match backer panel

Aluminum letter form sign cabinet returns;

paint & finish per design layouts

Concrete base footing with embedded anchor bolts; dimensions & details as required per engineering

Steel anchor bolts attaching fabricated letter-form cabinets to concrete retaining wall;

quantity & size as required per engineering

Concrete base footing with embedded anchor bolts;

dimensions & details as required per engineering

Steel anchor bolts attaching fabricated letter-form cabinets to concrete retaining wall;

quantity & size as required per engineering

Provide Milky White translucent acrylic face;

thickness as required

Color changing RGB LED light modules secured to internal backer panel & sign cabinet framing; located & spaced to provide even light distribution & avoid hot-spots

Provide Milky White translucent acrylic face; thickness as required

Color changing RGB LED light modules secured to internal backer panel & sign cabinet framing;

located & spaced to provide even light distribution & avoid hot-spots

Custom fabricated aluminum face retainer;

painted to match returns & secured to framing with countersink fastener painted to match

Steel base plate for anchor bolt attachment;

thickness as required per engineering

Steel base plate for anchor bolt attachment;

thickness as required per engineering

104'-7"

104'-7"

12'-0"

6"

1'-6" 6"

1'-6"

10" 10"

1'-1 5/8"

1'- 6"

5" 1"

2'- 0"

12'-0"

1'-3 3/8"

1 /2

1 /2

N

SOUTHBOUND LAKEWOOD BLVD.

AC PAVEMENT

LEGEND

TREE

TRAFFIC SIGNAL BOX

ELECTRICAL PULL BOX

LIGHT POLE

IRRIGATION CONTROL VALVE

CHAIN LINK FENCE

STORM DRAIN

TRAFFIC SIGN

SITE PLAN

scale: 3/32" = 1'-0"

5'

-6

(T O

BA

CK

O F

SI

DE

W

AL

K)

'-6

(T O

BA

CK

O F

SI

DE

W

AL

K)

EQ EQ

NOTES

1. Sign Letters (as Cabinet): Fabricated letter/cabinet of aluminum internal framework as required, with 1/8" thick aluminum cladding; ease all edges.

All exterior/visible surfaces to be primed and painte White with additional anti-graffiti clear coating.

Minimum visible fasteners all around as required.

2. "FLY" Mounting: Fabricated 6"sq. aluminum tube support structure; Painted Black. Fabricator to determine suitable support structure dimensions.

3. Base: Exposed concrete base with smooth finish.

4. Wireway: Provide aluminum wireway along back of fabricated letters; fastened to top of concrete base with access panels along top for connections & service;

painted to match concrete.

5. Weep hole: Located behind perforated aluminum panel.

6. Channel Letter: 1/8" Thick aluminum channel letter form with Milky White acrylic face without trimcap;

internally illuminated with 6500K White LED modules;

spaced to provide even illumination & avoid hot-spots.

7. Measurements & Locations: Sign Contractor to field verify all measurements and final sign locations with Owner prior to creating shop drawings.

8. Electrical Power: Sign fabricator to coordinate primary electrical power connections with client and/or general contractor prior to fabrication & install.

9. Foundation: Provide above-grade (sealed) concrete pad 6" max above grade and below-grade reinforced concrete footing and structural attachment per engineering; hillside where sign sits to be graded flat so to not require above grade retaining walls.

1 P6

P10

P6

6 P62 P10 1 5

382 6

FRONT ELEVATION

scale: 3/32" = 1'-0"

FRONT ELEVATION - NIGHT RENDERING

scale: 3/32" = 1'-0"

SIDE ELEVATION

scale: 3/32" = 1'-0"

TOP VIEW

scale: 3/8" = 1'-0"

1'-6"

104'-7"15'-2 1/2"

12'-0"

6"

1'-6"

1'-1 5/8"

5'-6"

12'-0"

6"

12'-0"

1'-3 3/8"

104'-7"5'-3 3/4"15'-2 1/2"

1'- 0"

6"

125'-0" www.tetratech.com

249 EAST OCEAN BLVD, SUITE 325

LONG BEACH, CA 90808

PHONE: 562-495-0495, FAX: 562-495-5029

TE

XT

RENDER, NORTHBOUND R IGHT OUT OF TUNNEL

RENDER, NORTHBOUND R IGHT OUT OF TUNNEL (N IGHT )

RENDER, NORTHBOUND TUNNEL

RENDER, NORTHBOUND (N IGHT )

RENDER, SOUTHBOUND

RENDER, SOUTHBOUND (N IGHT )

D A

Y

N

IG

H T R

E N

D E

R

IN

G

IR

R

IG

A

TI

O

N P

LA

N

LEGEND

TREE

TRAFFIC SIGNAL BOX

ELECTRICAL PULL BOX

LIGHT POLE

IRRIGATION CONTROL VALVE

CHAIN LINK FENCE

STORM DRAIN

TRAFFIC SIGN

SPRAY HEAD

NPLAN: IRRIGATION

SCALE: 1" = 10'

L-1 www.tetratech.com

249 EAST OCEAN BLVD, SUITE 325

LONG BEACH, CA 90808

PHONE: 562-495-0495, FAX: 562-495-5029

TE

XT

SOUTHBOUND LAKEWOOD BLVD.

AC PAVEMENT

2:

2:

(E) SIDEWALK

CONSTRUCTION NOTES

9 REMOVE AND REPLACE IRRIGATION

CONTROL VALVES

10 INSTALL NEW 34" IRRIGATION LINE WITH

NEW SPRAY HEADS IN-KIND - HUNTER

PGJ - 180 DEGREE SPRINKLER HEAD

UNLESS OTHERWISE NOTED. INCREASE

LINE TO MATCH MAIN LINE AND HEADS.

P.O.C.

(E) LARGE HUNTER

SPRAY HEAD (PIP)

(E) IRRIGATION

LINE WITH SPRAY

HEADS (PIP)

10 10

360 DEG

SPRINKLER

HEADS

LONG BEACH, CA 90808

PHONE: 562-495-0495, FAX: 562-495-5029

GENERAL ELECTRICAL NOTES

1. REFER TO ELECTRICAL SPECIFICATIONS FOR FURTHER DETAIL AS TO

SCOPE, MATERIALS, AND EXECUTION OF ELECTRICAL WORK.

2. ELECTRICAL CONTRACTOR TO SIZE ALL WIRING NOT EXPLICITLY SHOWN

ON DRAWINGS ACCORDING TO THE REQUIREMENTS OF NATIONAL

ELECTRICAL CODE (NEC) FOR THE SPECIFIC APPLICATION AND

CONDITIONS.

3. ALL CONDUCTORS SHALL BE COPPER (MINIMUM SIZE #10 AWG UNLESS

SPECIFICALLY NOTED OTHERWISE).

4. CONTRACTOR SHALL SUBMIT SEISMIC ANCHORAGE CALCULATIONS IN

CONFORMANCE WITH CODE REQUIREMENTS AND PROVIDE SEISMIC

ANCHORAGE MEANS FOR EQUIPMENT IN ACCORDANCE WITH THE

CALIFORNIA BUILDING CODE.

5. THE ELECTRICAL CONTRACTOR SHALL CONFORM WITH ALL LOCAL CODES

AND ORDINANCES, THE STATE OF CALIFORNIA ELECTRICAL SAFETY

ORDERS,THE NATIONAL ELECTRICAL CODE AND ANY ADDITIONAL

JURISDICTIONS RELATING TO THE WORK.

6. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL

CONDUIT, WIRE, SERVICES, SWITCHBOARDS, AND VFD'S REQUIRED FOR A

COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM.

7. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS

INDICATED ON THE PLANS AND/OR SPECIFICATIONS, OR WITH CODE

REQUIREMENTS, THE NOTE, SPECIFICATION OR CODE WHICH

PRESCRIBES AND ESTABLISHES THE MORE COMPLETE JOB OR HIGHER

STANDARD SHALL PREVAIL.

8. ALL ELECTRICAL EQUIPMENT EXPOSED TO THE CLIMATE SHALL BE

WEATHERPROOF.

9. ALL ELECTRICAL EQUIPMENT IN THIS PROJECT SHALL BE U.L. LISTED.

10. ALL UNDERGROUND CONDUIT SHALL BE INSTALLED AT 30" BELOW

FINISHED GRADE MINIMUM.

11. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

EXISTING UNDERGROUND FACILITIES AND PROTECTING THESE FACILITIES

FROM DAMAGE.

12. THE ELECTRICAL CONTRACTOR SHALL ROUTE CONDUITS AS REQUIRED

BY FIELD CONDITIONS.

13. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING

ANY DAMAGE TO EXISTING UNDERGROUND FACILITIES.

14. CONTRACTOR SHALL PROVIDE ALL NEEDED CHANNELS, ANGLES, AND

ANY OTHER MATERIALS REQUIRED TO SUPPORT LUMINAIRES, CONDUIT,

AND ELECTRICAL EQUIPMENT IN THE LOCATIONS SHOWN ON THE

DRAWINGS.

15. CONTRACTOR SHALL NOT CUT ANY STRUCTURAL MEMBERS OR USE ANY

ATTACHMENTS THAT WOULD IMPAIR THEIR STRENGTH.

16. CONTRACTOR SHALL DESIGN SUPPORTS IN BETWEEN THE STRUCTURAL

SUPPORT MEMBERS AND SUBMIT THE DESIGN AS A SHOP DRAWING

SUBMITTAL.

17. INSTRUMENTATION IS SHOWN IN THE GENERAL VICINITY OF THE

INTENDED LOCATION AND MAY NOT NECESSARILY MATCH LOCATIONS ON

THE PLANS. VERIFY ACTUAL LOCATIONS OF INSTRUMENTS AND RUN

ASSOCIATED CONDUITS AS REQUIRED.

18. ELECTRICAL EQUIPMENT AND MATERIAL TO BE LISTED, LABELED AND

INSTALLED PER THE CALIFORNIA ELECTRICAL CODE, THE INSTALLATION

STANDARDS/MANUFACTURER'S RECOMMENDATIONS AND, IF REQUIRED,

A RECOGNIZED ELECTRICAL TESTING LABORATORY.

19. ALL EXPOSED CONDUITS TO BE GALVANIZED RIGID STEEL FOR DRY

LOCATIONS AND PVC COATED GALVANIZED RIGID STEEL IN WET

LOCATIONS UNLESS OTHERWISE STATED ON THE PLANS.

ELECTRICAL ABBREVIATIONS

(D) DEMOLISH

(E) EXISTING

(F) FUTURE

(N) NEW

(R) RELOCATE

A AMPERES, ANALOG SIGNAL

AC ALTERNATING CURRENT

AF AMPERES FRAME

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AMPERES INTERRUPTING CAPACITY

AT AMPERES TRIP

AWG AMERICAN WIRE GAUGE

BC BARE COPPER

BFG BELOW FINISHED GRADE

C CONDUIT

CB CIRCUIT BREAKER

CCT CORRELATED COLOR TEMPERATURE

CO CONDUIT ONLY

CP CONTROL PANEL

CPT CONTROL POWER TRANSFORMER

CRI COLOR RENDERING INDEX

CT CURRENT TRANSFORMER

CU COPPER

DC DIRECT CURRENT

DSB DISTRIBUTION SWITCHBOARD

EF EXHAUST FAN

ELEV ELEVATION

ETM ELAPSED TIME METER

EWH ELECTRIC WATER HEATER

FCB FEEDER CIRCUIT BREAKER

FIT FLOW INDICATING TRANSMITTER

FLEX FLEXIBLE

FLUOR FLUORESCENT

FPP FIBER OPTIC PATCH PANEL

FPR FEEDER PROTECTION RELAY

FVNR FULL VOLTAGE NON-REVERSING STARTER

G, GND GROUND

GFCI GROUND FAULT CIRCUIT INTERRUPTER

HH HANDHOLE

HID HIGH INTENSITY DISCHARGE

HMI HUMAN MACHINE INTERFACE

HOA HAND / OFF / AUTOMATIC

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

HS HAND SWITCH

JB, JBOX JUNCTION BOX

KAIC KILOAMPERES INTERRUPTING CAPACITY

KVA KILOVOLT-AMPERE

KW KILOWATT

KWH KILOWATT-HOUR

LED LIGHT EMITTING DIODE

LCP LOCAL CONTROL PANEL

LIT LEVEL INDICATING TRANSMITTER

LOS LOCKOUT STOP SWITCH

LSLL LEVEL SWITCH LOW-LOW

LV LOW VOLTAGE

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MCCB MOLDED CASE CIRCUIT BREAKER

MCP MOTOR CIRCUIT PROTECTOR

MH MANHOLE

MIN MINIMUM

MLO MAIN LUGS ONLY

MPR MOTOR PROTECTION RELAY

MXR MIXER

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NO. NUMBER

NTS NOT TO SCALE

P POLE

PB PUSHBUTTON, PULLBOX

PCS PVC COATED STEEL

PE PHOTOELECTRIC

PFR PHASE FAILURE RELAY

PH PHASE

PIT PRESSURE INDICATING TRANSMITTER

PLC PROGRAMMABLE LOGIC CONTROLLER

PQM POWER QUALITY MONITOR

PSH PRESSURE SWITCH HIGH

PT POTENTIAL TRANSFORMER

REC, RECEPT RECEPTACLE

RGS RIGID GALVANIZED STEEL

SCCR SHORT CIRCUIT CURRENT RATING

SPD SURGE PROTECTION DEVICE

SSS SOLID STATE STARTER (SOFT STARTER)

SWBD SWITCHBOARD

TEMP TEMPERATURE

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT(S)

VA VOLT-AMPERE

VFD VARIABLE FREQUENCY DRIVE

W WATT, WIRE

WP WEATHERPROOF

XFMR TRANSFORMER

SYMBOL NOTES

1. THIS DRAWING CONTAINS INDUSTRY STANDARD SYMBOLS. NOT ALL SYMBOLS

SHOWN ARE USED ON THIS PROJECT.

2. FOR HOA SWITCHES, "XOO" INDICATES THAT THE TOP CONTACT IS CLOSED WHEN

THE SWITCH IS SET TO HAND MODE, AND ALL OTHER SWITCH CONTACTS ARE OPEN;

"OXO" INDICATES THAT THE MIDDLE CONTACT IS CLOSED WHEN THE SWITCH IS SET

TO OFF MODE, AND ALL OTHER SWITCH CONTACTS ARE OPEN; "OOX" INDICATES

THAT THE BOTTOM CONTACT IS CLOSED WHEN SWITCH IS IN AUTO MODE, ALL

OTHER SWITCH CONTACTS ARE OPEN.

ANSI/IEEE C37.2 STANDARD DEVICE NUMBERS

THE FOLLOWING IS A LIST OF TYPICAL DEVICE NUMBERS. SEE ANSI/IEEE C37.2 FOR A

COMPLETE LIST OF DEVICES.

11 MULTI-FUNCTION DEVICE

27 UNDERVOLTAGE RELAY

32 DIRECTIONAL POWER RELAY OR REVERSE POWER RELAY

37 UNDERCURRENT OR UNDERPOWER RELAY

42 RUNNING CIRCUIT BREAKER

47 PHASE SEQUENCE OR PHASE-BALANCE VOLTAGE RELAY

50 INSTANTANEOUS OVERCURRENT RELAY

51 AC INVERSE TIME OVERCURRENT RELAY

52 AC CIRCUIT BREAKER

55 POWER FACTOR RELAY

57 SHORT-CIRCUITING OR GROUNDING DEVICE

59 OVERVOLTAGE RELAY

67 AC DIRECTIONAL OVERCURRENT RELAY

86 LOCKOUT RELAY

87 DIFFERENTIAL PROTECTIVE RELAY

SYMBOL DESCRIPTION

ELECTRICAL SYMBOLS - SCHEMATIC DIAGRAMS

O/L

CONTACT

TIMED CONTACT, CONTACT ACTION REVERSES ON

ENERGIZATION (ON DELAY)

TIMED CONTACT, CONTACT ACTION REVERSES ON

DE-ENERGIZATION (OFF DELAY)

PUSH BUTTON SINGLE CIRCUIT MOMENTARY CONTACT

LIMIT SWITCH

SELECTOR SWITCH

HOA: HAND-OFF-AUTO (HOA SHOWN IN HAND MODE)

HO: HAND-OFF

HOR: HAND-OFF-REMOTE

R-O: REMOTE-OFF

SEE SYMBOLE NOTE 2.

MOTOR OVERLOAD DEVICE CONTACTS

PILOT LIGHT

A= AMBER, G= GREEN, R= RED, W= WHITE

CONTROL RELAY

TIME DELAY RELAY

MOTOR OR STARTER COIL

SOLENOID OPERATED VALVE

ELAPSED TIME METER

FUSE

CONTROL POWER TRANSFORMER

GROUND

MOTOR SPACE HEATER

AUTOHAND

OFF

OOX

NORMALLY

OPEN

NORMALLY

CLOSED

LEVEL SWITCH

PRESSURE SWITCH

TEMPERATURE SWITCH

OXO

XOO

FLOW SWITCH

CONDUIT & WIRE FOR FIRE ALARM SYSTEMF F

SYMBOL

A-3

SYMBOL DESCRIPTION

ELECTRICAL SYMBOLS - PLANS

DISCONNECT SWITCH

PANELBOARD

FLEXIBLE CONDUIT CONNECTION

(FROM COUPLING/STUB-UP OR JBOX)

CONDUIT BENDS AWAY FROM OBSERVER

CONDUIT BENDS TOWARD OBSERVER

HOMERUN TO PANEL "A", CIRCUIT 3

GROUNDING CONDUCTOR 30" BELOW GRADE

UNDERGROUND CONDUIT

CONDUIT REFERENCE

A = ANALOG SIGNAL C = CONTROL

D = DATA LINK F = FIBER OPTIC

P = POWER T = TELEPHONE

FLUORESCENT LUMINAIRE CONTROLLED BY SWITCH a

JUNCTION BOX

DUPLEX RECEPTACLE (WP, GFCI AS INDICATED)

HANDHOLE OR PULL BOX

EXIT LIGHT

SMOKE DETECTOR

FIRE ALARM MANUAL PULL STATION

FIRE ALARM STROBE

POLE MOUNTED LUMINAIRE

TELEPHONE OUTLET

DATA OUTLET

CONDUIT SEAL

F

DUCT SMOKE DETECTOR

CONDUIT & WIRE FOR ELECTRONIC KEY PAD TO PLCR RR

FACP FIRE ALARM CONTROL PANEL

SWITCH (3 = 3-WAY SWITCH, 4 = 4-WAY SWITCH, ETC.)

KP ELECTRONIC KEYPAD

F

DS

J

S3 a

P001

J

F

A

LUMINAIRE REFERENCE

SEE LUMINAIRE SCHEDULE FOR DETAILS

LUMINAIRE TYPE

LAMP WATTAGE

EXPOSED CONDUIT

WALL MOUNTED LUMINAIRE

CONDUIT STUBBED AND CAPPED

LOCAL CONTROL SWITCH

THERMOSTATT

SYMBOL DESCRIPTIONDEVICE

ELECTRICAL SYMBOLS - SINGLE LINE DIAGRAM

SOLID STATE STARTER (SOFT STARTER)

VARIABLE FREQUENCY DRIVE

MOTOR OVERLOAD HEATER

DRY TYPE TRANSFORMER

POTENTIAL TRANSFORMER

CURRENT TRANSFORMER

FUSE

LOW VOLTAGE CIRCUIT BREAKER

MCCB UON

MOTOR, 40 HORSEPOWER

GROUNDING ELECTRODE

NON-FUSED DISCONNECT SWITCH

VALVE MOTOR AND ACTUATOR

MAGNETIC MOTOR STARTER

FVNR1 = FULL VOLTAGE NON-REVERSING, NEMA SIZE 1

RV2S2W = REDUCED VOLTAGE 2-SPEED, 2-WINDING

FUSED DISCONNECT SWITCH

M METER, ELECTRIC UTILITY GRADE UON

PROTECTION RELAY

SEE ANSI/IEEE C37.2 STANDARD DEVICE NUMBERS LIST

MEDIUM VOLTAGE CIRCUIT BREAKER, DRAW-OUT TYPE

SEE ANSI/IEEE C37.2 STANDARD DEVICE NUMBERS LIST

THIS SHEET

SSS

VFD

R

ETM

SURGE PROTECTION DEVICESPD

POWER QUALITY MONITORPQM

SOLID STATE TRIPSST

FLUORESCENT LUMINAIRE CONTROLLED BY SWITCH a W/ EMERGENCY BATTERY PACKa

EMERGENCY LIGHT

INTRUSION SWITCHIS

40 MOTOR (NUMBER INDICATES HORSEPOWER)

COMBINATION STARTER & DISCONNECT SWITCH

MOTOR PROTECTION RELAYMPR

TD1

CR1 AR1

M

DOWN LIGHT

GROUND WELL

EL

EC

TR

IC

AL

S

YM

BO

LS

, N

OT

ES

AN

D

AB

BR

EV

IA

TI

ON

ICV

ICV

EPB

EPB EPB

(N) METER PEDESTAL

240/120V, 100A, 1Ø, 3W, NEMA 3R

(N) HANDHOLE

2"C, 2#8, 1#10 GND, (215', 2.17% VD)

1"C, 2#8, 1#10 GND, (246', 2.55% VD)

E-3

E-3

1#2 BC GND

1"C, 2#8, 1#10 GND, (246', 2.55% VD)

(N) "FLY" SIGN

(N) "LONGBEACH" SIGN

G G G G G G G G G G G G G G G

(N) HANDHOLE 1

N LAKEWOOD BLVD

(N) SIGN CONTROL PANEL

(N) GROUND WELL

ELECTRICAL EQUIPMENT

GROUNDING

1#4/0 BC GND

EL

EC

TR

IC

A L

SI

TE

P

LA

N www.tetratech.com

249 EAST OCEAN BLVD, SUITE 325

LONG BEACH, CA 90808

PHONE: 562-495-0495, FAX: 562-495-5029

SCALE:

6' 12' 24'

1'' = 12'

N

CONSTRUCTION NOTES:

DETAILED SIGN WIRING TO BE PROVIDED BY THE SIGN DESIGNER.

PROVIDE NEW 11" X 17" CONCRETE ELECTRICAL HANDHOLE. REFER TO DETAIL 5 ON SHEET E-3 FOR MORE

INFORMATION.

BOND 4/0 BC GROUNDING CONDUCTOR TO REBAR. REFER TO DETAIL 6 ON SHEET E-3 FOR MORE

INFORMATION.

LONG BEACH, CA 90808

PHONE: 562-495-0495, FAX: 562-495-5029

EL

EC

TR

IC

AL

D

ET

AI

LS

TYPICAL TRENCH DETAIL1

E-4 SCALE: N.T.S.

4" LAMINATED METALLIC

WARNING TAPE

FIN. GRADE OR PAVING.

PAVEMENT DEPTH

SHALL MATCH THE

EXISTING PAVEMENT

SECTION

SCHEDULE 40 PVC

CONDUIT (TYPICAL).

SIZES PER PLANS.

NATIVE BACKFILL

85% COMPACTION IN

PLANTED AREAS AND 90%

COMPACTION IN PAVED

AREAS.

MIN. 30" OF COVER

AT FIN. GRADE OR PAVING

AND BURIED MIN. 12"

UNDER BOTTOM OF SLAB.

12"

9"Ø MIN.

95% COMPACTION

BACKFILL

PRECAST CONCRETE

BOX

CAST IRON COVER

MARKED "GROUND

ROD"

FINISH GRADE

UNDISTURBED SOIL

BACKFILL

MECHANICAL CONNECTOR

BARE COPPER WIRE

PEA GRAVEL

UNDISTURBED SOIL

3/4" X 10'

COPPER-CLAD

STEEL GROUND ROD

GROUND WELL12

GROUND WELL DETAIL2

- SCALE: N.T.S.

CONDUIT

STUB-UP(S)

GROUNDING CONDUCTOR

WITH FEEDER/BRANCH

CIRCUIT TYP.

EQUIPMENT

ENCLOSURE WALL

GROUNDING CONDUCTOR

FINISHED FLOOR

OR GRADE

ELECTRICAL EQUIPMENT GROUNDING DETAIL3

- SCALE: N.T.S.

NOTE:

1. CONDUIT TAGS SHALL BE AFFIXED TO CONDUITS:

A. AFTER ALL WORKING DRAWINGS ARE APPROVED AND ALL FIELD

MODIFICATIONS HAVE BEEN MADE.

B. BEFORE FINAL ACCEPTANCE TESTING HAS STARTED.

CONDUCTOR TYPES:

P - POWER

C - CONTROL OR DIGITAL STATUS

A - SIGNAL (ANALOG)

CONDUIT NUMBERS ARE LISTED ON THE CONDUIT/CABLE SCHEDULE.

CONDUIT IDENTIFICATION TAG DETAIL4

- SCALE: N.T.S.

P100

24"

15 1/4"

10 5/8"

17"

10"

HIGH DENSITY REINFORCED CONCRETE PULL AND

JUNCTION BOX WITH END AND SIDE KNOCKOUTS.

14 1/4" 19 3/4"

11" X 17" PULL BOX DETAIL5

- SCALE: N.T.S.

3/8" DIA. BRASS "L"

BOLT, 2 REQUIRED

CONCRETE

PULL BOX

KNOCKOUT

4 PLACES

CONCRETE COVER

H20 LOADING RATED

SEE SHEET E-2

FOR CONTINUATION

GROUNDING CONNECTION TO REBAR DETAIL6

- SCALE: N.T.S.

REBAR

BURNDY YGHC-C

CONNECTION OR

APPROVED EQUAL

4/0 BC WIRE

15"

METER

NEMA 3R ENCLOSURE

PANELBOARD WITH

MAIN CIRCUIT BREAKER

6"(TYP.)

ABOVE

GRADE

27" 29.

5"4"

17.

5" www.tetratech.com

249 EAST OCEAN BLVD, SUITE 325

LONG BEACH, CA 90808

PHONE: 562-495-0495, FAX: 562-495-5029

SI

NG

LE

L

IN

E

DI

AG

RA

M

100A 2P

PU

LL

S

EC

TI

O

N

FROM SCE

POC

METER PEDESTAL

240/120V, 100A, 1Ø, 3W, NEMA 3R, 22KAIC, 12 CIRCUITS

M

SPD

2 AWG BC GROUNDING

ELECTRODE CONDUCTOR

4" CO

20A 2P

20A 1P

"FLY"

SIGN

20A 2P

"LONGBEACH"

SIGN

PROVISION X9

METER PEDESTAL SINGLE LINE DIAGRAM1

_ NTS

TYPICAL METER PEDESTAL ELEVATION2

- NTS

(N) METER PEDESTAL LOAD SCHEDULE

LOAD DESCRIPTION KVA HP AMP

"FLY" SIGN 15.6

"LONGBEACH" SIGN 15.6

TOTAL LOAD 31

1"C, 2#8, 1#10 GND,

(215', 2.17% VD)

1"C, 2#8, 1#10 GND,

(246', 2.55% VD)

G

#4/0 BC WIRE

TO CONCRETE PAD REBAR