process flow diagram pacific coast hwy appian …...cable tv time warner cable dominic gasbarre...

NOT TO SCALESITE MAP

VICINITY MAPNOT TO SCALE

N

PACIFIC OCEAN

PACIFIC COAST HWY

PICO BLVDHWY 1B

NIELSON WAY

OCEAN AVE

COLORADO A

VE

CITY OF SANTA MONICACLEAN BEACHES PROJECT FOR PIER AND

PICO/KENTER WATERSHEDSCITY OF SANTA MONICA, COUNTY OF LOS ANGELES,

STATE OF CALIFORNIA

3475 E. Foothill Blvd.Pasadena, CA 91107Phone: (626) 351-4664Fax: (626) 351-5291

ARB SUBMITTAL 3/20/2017

S a n t a M o n i c aCity of

PROJECT SITE

CALIFORNIA

STATE R

TE 2

PACIFIC COAST HWY

PACIFIC STN

ITEM AGENCY/UTILITY COMPANY CONTACT PERSON PHONE NO.

OWNER CITY OF SANTA MONICA SELIM EREN, PE (310) 458-8721CIVIL ENGINEER TETRA TECH JASON FUSSEL, P.E. (805) 542-9052EMERGENCY & FIRST RESPONDERS SANTA MONICA POLICE & FIRE DISPATCH 911UNDERGROUND SERVICE ALERT DIGALERT DIGALERT 811UTILITY LOCATOR FOR CITY OF SANTA MONICA SANTA MONICA PUBLIC WORKS GLENN CLAYPOOL (310) 458-5707CITY FACILITIES/SERVICES - AFTER HOURS PHONE NO. SANTA MONICA PUBLIC WORKS ARCADIA WATER TREAT. PLANT (310) 826-6712

NON-EMERGENCY POLICE & FIRE:POLICE SANTA MONICA POLICE FRONT DESK (310) 458-8427FIRE PREVENTION SANTA MONICA FIRE ERIC BINDER (310) 458-2666

CITY OF SANTA MONICA OWNED/MANAGED FACILITIES:STREET LIGHTING ELECTRICAL SYLVESTER MABY (310) 458-4991WATER, SEWER & STORM DRAIN WATER RESOURCES STUART JOSE (310) 458-8535TRASH PICKUP & TRASH ENCLOSURES RESOURCE RECOVERY & RECYCLING DWIGHT LEDUFF (310) 458-2223TRAFFIC SIGNALS TRAFFIC SIGNALS MIKE MORGAN (310) 458-8520TRAFFIC SIGNAGE, STRIPING, LOOPS, CAMERAS & SPEED HUMPS TRANSPORTATION MANAGEMENT HENRY SERVIN (310) 458-8291MUNICIPAL BUS SYSTEM BIG BLUE BUS TIM MCCORMICK (310) 458-5831TREE & ROOT PROTECTION URBAN FORESTER MATTHEW WELLS (310) 458-5182PUBLIC LANDSCAPE OPEN SPACE MANAGEMENT DARRELL BAKER (310) 458-8974NEWSPAPER RACKS PUBLIC WORKS KATHY RUFF (310) 458-8737PARKING ENFORCEMENT POLICE (TRAFFIC SERVICES DIVISION) MARGARITA VERDUZCO (310) 458-2226CITY PARKING FACILITIES PARKING SERVICES JUAN CARRERO (310) 434-8295BEACH FACILITIES BEACH MAINTENANCE PAUL DAVIS (310) 395-9778MUNICIPAL AIRPORT AIRPORT ADMINISTRATION STELIOS MAKRIDES (310) 458-8591MUNICIPAL PIER PIER MAINTENANCE ROD MERL (310) 458-8706MUNICIPAL FIBER NETWORK (MFN) INFORMATION SYSTEMS DIVISION JOSEPH CEVETELLO (310) 458-8381

PRIVATELY OWNED/MANAGED UTILITIES:ELECTRICAL SOUTHERN CALIFORNIA EDISON (SCE) RICHARD PEACOCK (310) 315-3224NATURAL GAS SOUTHERN CALIFORNIA GAS COMPANY (SCG) MIKE GRIMM (310) 605-4180TELEPHONE VERIZON ED GONZALEZ (310) 570-3157CABLE TV TIME WARNER CABLE DOMINIC GASBARRE (818) 466-9998TELECOMMUNICATION/FIBER OPTIC CABLE ABOVE NET KEVIN SULLIVAN (714) 236-8502TELECOMMUNICATION/FIBER OPTIC CABLE METRO ACCESS DESTRY HIPPEN (949) 622-3506TELECOMMUNICATION/FIBER OPTIC CABLE NEXT "G" NETWORKS RAFAEL NUNEZ (909) 593-9700TELECOMMUNICATION/FIBER OPTIC CABLE LEVEL 3 COMMUNICATIONS ROBERT THOMPSON (213) 291-6204TELECOMMUNICATION/FIBER OPTIC CABLE MCI WORLDCOM CRAIG ROBERTSON (714) 591-4614TELECOMMUNICATION/FIBER OPTIC CABLE QWEST COMMUNICATIONS MICHAEL GARRISON

OTHER AGENCIES/DISTRICTS:METROPOLITIAN TRANSPORTATION AUTHORITY (METRO) SPECIAL EVENTS NOTIFICATION (213) 922-4632SANTA MONICA MALIBU UNIFIED SCHOOL DISTRICT (SMMUSD) FACILITIES MANAGEMENT (310) 450-8338SANTA MONICA COLLEGE - ADMINISTRATION SMC ADMINISTRATION (310) 434-4000SANTA MONICA COLLEGE - POLICE SMC CAMPUS POLICE (310) 434-4300CALTRANS - EMERGENCY & PLANNED CLOSURES CALTRANS DISPATCH (323) 259-2352CALTRANS - MAINTENANCE WESTDALE MAINTENANCE STATION (310) 479-0728CALTRANS - INSPECTOR FOR WESTSIDE KEN PAHLEVANI (OR PER CALTRANS PERMIT) (310) 837-8351CITY OF LOS ANGELES TRAFFIC MANAGEMENT BUREAU OF TRAFFIC MANAGEMENT - WESTERN DISTRICT OFFICE (310) 575-8138UNITED STATES POSTAL SERVICE (USPS) SANTA MONICA MAIN OFFICE (310) 576-6786LOS ANGELES COUNTY DEPT. OF PUBLIC WORKS WATERWORKS DIVISION (877) 637-3661

CONTACT LIST

80,000 GALTANK

PS

PS

SMURRF

1.6MG

TANKTO SS

Q = 0-1.2 CFS

Q = 0-1.2 CFS

Q =0-3 CFS

Q > 3 CFSOR TANK IS

FULL

PIC

O K

EN

TER

SD

Q = 0-20 CFS

PRETREATMENT

Q = 0-1.5 CFS

Q > 1.5 CFSOR TANK IS

FULL

PIE

R S

D

1550 LOTDRAINAGE

Q = 0-1.2 CFS

SANTA MONICA BAY(PACIFIC OCEAN)

EXIST.PRETREATMENT

DIVERSION

EXIST.PRE-

TREATMENT

DIVERSION

Q =0-18.5 CFS

PS

EXIST.DIVERSION

EXIST.PUMP STATION

PS

LOW FLOWSUMP PUMP

TO SS

PICO-KENTERPONDING

PS

Q > 18.5 CFS ORTANK IS FULL

EXIST. LOW FLOWSUMP PUMP TO SS

EXIST.DIVERSION

FLOW METER

FLOWCONTROL

FLOW CONTROL

FLOWMETER

ACTUATEDVALVE

ACTUATEDVALVE

GATEVALVE

GATEVALVE

ACTUATEDVALVE

PORTABLEPUMP

EXIST.WET WELL

PROCESS FLOW DIAGRAMNOT TO SCALE

ACTUATEDVALVE

PS

FLOW METER

DEWATERINGSYSTEM

PIER STORM DRAINDIVERSION ANDDEAUVILLE LOT

PICO-KENTER STORMDRAIN DIVERSION

PACIFICOCEAN

CO

LOR

AD

O A

VE

APPIAN WAYPACIFIC COAST HWY

SANTA MONICA URBANRUNOFF RECYCLINGFACILITY (SMURRF)

OCEAN FRONT WALK

SANTA MONICA PIER

PICO-KENTERCHANNEL

CONTROL POINT 1PER SHEET C-3

CONTROL POINT 5PER SHEET C-10

CONTROL POINT 2PER SHEET C-3 CONTROL POINT 3

PER SHEET C-3 CONTROL POINT 4PER SHEET C-10

xxx

x

M

H

M

H

F

/

H

V

M

H M

H

U

/

O

M

H

V

U

/

O

M

H

M

H

M

H

M

H

V

M

M P

B

P

B

V

M

V

P

B

C

O

V

30 STALLS @ 8'-6"

18.5' DEEP (TYP.)

27 STALLS @ 8'-6"

18.5' DEEP (TYP.)

27 STALLS @ 8'-6"

18.5' DEEP (TYP.)

27 STALLS @ 8'-6"

18.5' DEEP (TYP.)

8

.

5

'

T

Y

P

.

8

.

5

'

T

Y

P

.

1

8

.

5

'

T

Y

P

.

1

8

.

5

'

T

Y

P

.

16.0'

19.7'

16.0'

16.0'

17.0'

16.0'

56

56

56

56

8

.

5

'

T

Y

P

.

1

8

.

5

'

T

Y

P

.

8

.

5

'

T

Y

P

.

1

8

.

5

'

T

Y

P

.

8

.

5

'

T

Y

P

.

1

8

.

5

'

T

Y

P

.

8

.

5

'

T

Y

P

.

1

8

.

5

'

T

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P

.

8

.

5

'

T

Y

P

.

1

8

.

5

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T

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P

.

8

.

5

'

T

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P

.

1

8

.

5

'

T

Y

P

.

22.4'

88

88

88

89

OCEAN FRONT WALK

20.0'

19.7'

19.4'

EXISTING 1550 PARKING LOT

10.8'

12.9'

32'

18'

BEACH MAINTENANCE

APPPIAN WAY

PACIFIC COAST HWY

M

OO

M

AT

AH

IKO

W

AY

54

CONVERT 4 EXISTING

STALLS INTO 2 ADA STALLS

PER DETAIL B, THIS SHEET

92

92

93

91

91 91

91

91

90

90

6

0

°

'

16.00' AISLE

VARIES

PER PLAN

9'-10"

8

'

-

6

"

16.00'

1

8

.

5

'

4" WHITE STRIPE

PER CITY OF SANTA

MONICA PARKING

STANDARDS

1'

V

VAN ACCESSIBLE

SIGN (SEE DETAIL 1,

SHEET C-17)

18'

1'

1' 1'

NOTES:

1. "V" INDICATES 'VAN-ACCESSIBLE' PARKING SPACE

NO

PARKING

3'

9' 8' 9'

3

'

26' 6'

32.00'

NO PARKING ZONE:

4" BLUE LINE DIAGONALS AT

45° AT 3'-0" MAX. CENTERS.

PROVIDE 12" HIGH WHITE

PAINTED LETTERS.

SEE DETAIL 3, SHEET C-17

ACCESSIBLE

SIGN (SEE DETAIL 1,

SHEET C-17)

CONCRETE WHEEL STOP

(TYP.) SEE DETAIL 2,

SHEET C-17

ACCESSIBLE PARKING

SYMBOL (TYP.) SEE DETAIL 4,

SHEET C-17

4" BLUE

STRIPING,

TYP.

4" WHITE STRIPING. MATCH

(E) STRIPING ANGLE.

3475 E. Foothill Blvd.

Pasadena, CA 91107

Phone: (626) 351-4664

Fax: (626) 351-5291




Pasadena, CA 91107

Phone: (626) 351-4664

Fax: (626) 351-5291



0

SCALE:

10' 20' 40'

1" = 20'

LEGEND:

LIMITS OF WORK

PROPERTY LINE

UNDERGROUND STORAGE

RESERVOIR #1

ACCESSIBLE PARKING STALLSHC

KEY MAP

NTS

TYPICAL PARKING STALLA

_

NTS

54 CONCRETE PAD PER DETAIL 2, SHEET C-13

56 PROVIDE STRIPING FOR STANDARD PARKING STALLS PER

DETAIL A, THIS SHEET (111 STALLS)

88 NO PARKING ZONE. 4" DIAGONALS AT 45° AT 3'-0" ON

CENTER.

89 NO PARKING ZONE. 4" RED STRIPING ALONG THE EDGE OF

PAVEMENT

90 DO NOT ENTER SIGN PER CA MUTCD 2014 REV 1, R5-1. SEE

DETAIL 8, SHEET C-17

91 TYPE I ARROW PER CA MUTCD 2014 REV 1. SEE DETAIL 5,

SHEET C-17

92 TYPE IV ARROW PER CA MUTCD 2014 REV 1. SEE DETAIL 6,

SHEET C-17

93 TYPE III ARROW (B) PER CA MUTCD 2014 REV 1. SEE

DETAIL 7, SHEET C-17

CONSTRUCTION NOTES

ACCESSIBLE PARKING SPACEB

_

NTS

CATCH BASINCB

RADIAL POINT

TOP OF CURB

RP

TC

UNDERGROUND STORAGE RES.

RES

ACCESS MAINTENANCE HOLEMHOL

CONCRETECONC

LIGHT POLE PER

ELECTRICAL PANS

LIGHT

MONITORING WELLWELL

NEW ASPHALT CONCRETEPAVEMENT PER DETAILS 4 & 5,SHEET C-14

48 REPLACE SIDEWALK TO MATCH EXISTING SIDEWALK

50 CONSTRUCT CONCRETE TYPE 'A' CURB PER CITY OFSANTA MONICA STD DWG SM 6. SEE DETAIL 2, SHEET C-18

53 JOIN NEW SIDEWALK TO EXISTING SIDEWALK

54 CONSTRUCT CONCRETE PAD PER DETAIL 2, SHEET C-13

57 CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OFSANTA MONICA STD DWG SM 6. SEE DETAIL 2, SHEET C-18

66 CONNECT PVC TO UNDERGROUND STORAGE RESERVOIRPER DETAIL 3, SHEET C-14

78 CONSTRUCT GRATING CATCH BASIN PER SPPWC 303-3 (V= 7.75', W = 3.0'). INSTALL FILTER INSERT PER DETAIL 6,SHEET C-14

80 CONSTRUCT 6" POLYVINYL CHLORIDE (PVC) PIPE.CONNECT TO CATCH BASIN

CONSTRUCTION NOTES

LEGEND

NEW PORTLAND CEMENTCONCRETE

3475 E. Foothill Blvd.Pasadena, CA 91107Phone: (626) 351-4664Fax: (626) 351-5291



0

SCALE:

10' 20' 40'

1" = 20'

N

NOTES

FINISHED GRADEFG

FINISHED SURFACEFS

1. UNDERGROUND STORAGE RESERVOIR, MAINTENANCE HOLES, ANDSTORM DRAIN SYSTEM PER STORM DRAIN PLANS (SHEETS C-5 THRU C-8).

2. PARKING STRIPING PER SHEET C-3.3. LIGHTING AND FOUNDATION PER ELECTRICAL PLANS

KEY MAPNNTS

PLANTING PER LANDSCAPE PLANS

UNDERGROUND STORAGE RESERVOIRPER STORM DRAIN PLANS

x CONSTRUCTION FENCE

NEW AC PAVEMENT PERDETAIL 4, SHEET C-14

XX

EXISTINGPAVEMENT

(E) FENCE

NEW CURB ANDGUTTER PER CITY

OF SANTA MONICASTD DWG SM 6

EXISTINGBIKE PATH


EXISTINGPROPOSEDEXISTINGPROPOSED


EXISTING PROPOSED

2:1 MAX

(E) SIDEWALK TO BEREMOVED AND REPLACE

SECTION A-AA_

NTS

SECTION B-BB_

NTS

SECTION C-CA_

NTS

NEW TYPE 'A' CURB PERCITY OF SANTA MONICASTD DWG SM 6 EXISTING RETAINING WALL

5.0' CITY SIDEWALK

4"

1"

1"

PROTECT (E) CURBAND GUTTER

6" SUBGRADECOMPACT TO 95%

MAX. DRY DENSITY

6"

xx

MH

MH

F/HV

MH MH

U/O MHV

U/O

MH

MH MH

MH

V

M M PBPB

M

V

PB

CO

UTV UTV UTV UTV UTV UTV UTV UTV UTVSS SS SST T T T T T T T T T T T T T T T T T T T T T T T T T T

JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT

UTV UTV UTV UTV UTV

W W W W W

SS SS SS SS SS SS

UTV

WJT JT JT JT JT JT JT JT JT

UTVJT JT JT U

E

UE UE UE UE UE

UE

UEUEUE

SS SS

SS

SS

SS

SSSS

SS

SS

WW

WW

W W W W

UE

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UE

UE UE UE UE UE UE

UTV

UTVUTV

UTVUTV

UTVUTV

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UTVUTV

G G G G G G

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STORM DRAIN LINE PERSTORM DRAIN PLANS (TYP.)

FORCE MAIN PERSTORM DRAIN PLANS (TYP.)

OCEAN FRONT WALK

PACIFIC COAST HWY

(E) 1550 PARKING LOT

(E) PARKING LOT

LIMIT OF WORK

xx

xx

x x x x x x x x x x x x x x x x x x x x x x x x x x xx

xx

xx

xx

xx

xx

xxxxxxxxxxxxxxxxxxxxxxxxx

xx

xx

xx

x

4.95

%

0.50%

(4.3

8%)

0.50%

(18.

31%

)

(1.32%)

(0.03%)

0.01%

2.7:

1

48

50

57

50

APPIAN WAY

(E) 1550 PARKING LOT

BEACHMAINTENANCE

BEGIN

57 END

57

50

50 END

BEGIN

0.01%78

4.09

%

4.41

%

4.79

%

3.60

%

V = 7.75'W = 3.0'

5.00' TAPER0" TO 6" CURB

INV 7.23

INV 3.50

80

66

A

A

C

B

B

C(1

.81%

)

48

53

REPAVE AND CONVERT 4 EXISTING STALLS INTO 2ADA STALLS PER DETAIL B, SHEET C-3FIELD VERIFY EXISTING SLOPES. SLOPES SHALLNOT BE MORE THAN 2% IN ALL DIRECTIONS AFTERREPAVING.

(0.52%)

(2.0

0%)

54

(15.00 FS)

5C-14 LIGHT POLE PER

ELECTRICAL PLANS (TYP.)

1.00

%

78 V = 7.75'W = 3.0'

INV 7.23INV 3.50

80

66

78 INV 7.23

INV 3.50

80

66

V = 7.75'W = 3.0'

xx

M

H

M

H

F

/

H

V

M

H M

H

M

H

V

M

H

M

H

M

H

M

H

V

M

M P

B

P

B

M

V

P

B

C

O

V

PACIFIC COAST HWY

OCEAN FRONT WALK

APPIAN WAY

1550 PARKING LOT

BEACH

MAINTENANCE

15.00'

TYP.5.84'

5.90'

12.87'

8.29'

9.39'

9.99'

11.65'

26.67'

9.94'

10.54'

27.68'

323.93'

20.00'

16.00'

8.82'

PLANTING LEGEND

0

SCALE:

10' 20' 40'

1" = 20'

N


Pasadena, CA 91107

Phone: (626) 351-4664

Fax: (626) 351-5291



TREES

SYMBOL BOTANNICAL NAME COMMON NAME SPACING SIZE QUANTITY REMARKS

BRAHEA BRANDEGEEI

SAN JOSE HESPER PALM 15-20 FEET 22

STABILIZED DECOMPOSED GRANITE, 3" DEEP

GROUNDCOVER

12' BTH, MIN.

BRAHEA BRANDEGEEI

SAN JOSE HESPER PALM

24" BOX

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CLEAN BEACHES PROJECT FOR

PIER AND PICO-KENTER WATERSHEDS

DEAUVILLE PARKING LOT

ELEVATION

VIEW FROM OCEAN FRONT WALK

12' B

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CLEAN BEACHES PROJECT FOR

PIER AND PICO-KENTER WATERSHEDS

DEAUVILLE PARKING LOT

ELEVATION

VIEW FROM PACIFIC COAST HIGHWAY

12' B

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BRAHEA BRANDEGEEI


24" BOX

STABILIZED

DECOMPOSED GRANITE

xx

MH

MH

F/HV

MH MH

MHVMH

MH MH

MH

V

M M PBPB

M

V

PB

CO

V

PACIFIC COAST HWY

OCEAN FRONT WALK

APPIAN WAY

15.00'TYP.

1550 PARKING LOT

BEACHMAINTENANCE

GENERAL LANDSCAPE NOTES

1. FOR ADDITIONAL PLANTING INFORMATION NOT MENTIONED IN THESE GENERAL PLANTING NOTES, REFER TO SPECIFICATIONS.

2. OBTAIN LETTER OF FINAL GRADE CERTIFICATION FROM CITY PRIOR TO BEGINNING PLANTING OPERATIONS CERTIFYING THAT ROUGH GRADES AREWITHIN 1/10TH OF AN INCH FROM SPECIFIED FINISH GRADES. ENSURE THAT FINISH GRADE ELEVATIONS OF PLANTING AREAS ARE SET AT PROPERELEVATIONS RELATIVE TO PAVING FINISH SURFACE ELEVATIONS, UTILITY COVERS AND CURBS.

3. BACKFILL SOIL: SUBSOIL AND TOPSOIL REMOVED FROM EXCAVATIONS MAY BE USED AS BACKFILL SOIL UNLESS OTHERWISE INDICATED. UNLESSTHE EXISTING SOIL CONSISTS OF MORE THAN 6% ORGANIC MATTER IN THE TOP 6", COMPOST SHALL BE APPLIED AT A MINIMUM RATE OF 4 CUBICYARDS PER 1,000 SF OF PERMEABLE AREA TO A DEPTH OF 6" INTO THE SOIL. A POST-INSTALLATION SOIL TEST SHALL BE PERFORMED TO SHOW A6% ORGANIC MATTER CONTENT OR GREATER.

4. IMPORT SOIL: SHOULD IMPORT SOIL BE NEEDED TO BRING THE SITE TO SPECIFIED FINISH GRADES, SOIL SAMPLES SHALL BE TAKEN AT TWO (2)LOCATIONS WITHIN EACH IMPORT SITE. SUBMIT HORTICULTURAL SOIL TEST RESULTS OF IMPORT SOIL AND SOURCE LOCATIONS TO CITY'SAUTHORIZED REPRESENTATIVE FOR APPROVAL PRIOR TO DELIVERING SOIL TO SITE. ENSURE IMPORT SOIL IS OF SANDY LOAM NATURE,CONTAINING NO TOXIC CHEMICALS OR ELEMENTS THAT MIGHT INHIBIT OR RETARD NORMAL PLANT GROWTH.

5. PLANT MATERIAL, I.E., TREES, SHRUBS, AND GROUND COVERS, MUST BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TOINSTALLATION. PLANT MATERIALS INSTALLED WITHOUT APPROVAL MAY BE SUBJECT TO REMOVAL AND REPLACEMENT WITH RELATED COSTSINCURRED BY THE CONTRACTOR.

6. FINAL LOCATIONS OF PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION.PERFORM THE FOLLOWING PROCEDURES BEFORE BEGINNING PLANT PIT EXCAVATIONS:

A. TREES - CHALK OR STAKE LOCATIONS BEFORE DIGGING HOLES.

7. NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE AT LEAST SEVENTY-TWO (72) HOURS IN ADVANCE TO PERFORM A SPECIFIED SITEOBSERVATION TASK. INSUFFICIENT NOTIFICATION TIME GIVEN TO THE CITY'S AUTHORIZED REPRESENTATIVE MAY REQUIRE THE SITE VISIT TO BECANCELED, OR POSSIBLY MAKE THE CONTRACTOR RESPONSIBLE TO COMPENSATE THE CITY FOR OVERTIME.

8. THE CONTRACTOR MUST FURNISH PLANT MATERIAL FREE OF PESTS, POOR CONDITION, OR DISEASE. PLANT MATERIAL MUST BE CERTIFIED PESTAND DISEASE FREE.

9. IF CONFLICTS ARISE BETWEEN THE ACTUAL SIZE OF PLANTING AREAS ON-SITE AND THOSE INDICATED ON DRAWINGS, CONTACT THE CITY'SAUTHORIZED REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE CITY'S AUTHORIZED REPRESENTATIVE IN ATIMELY MANNER MAY RESULT IN THE CONTRACTOR'S LIABILITY TO RELOCATE PLANT MATERIAL OR INSTALL NEW PLANT MATERIAL AT THECONTRACTOR'S EXPENSE.

10. FILL AREAS WITH STABILIZED DECOMPOSED GRANITE FROM GAIL MATERIAL (CORONA, CA), MINIMUM 3" DEEP. DECOMPOSED GRANITE SHALL NOTBE APPLIED WITHIN 6" OF THE BASE OF TREES.

11. ORGANIC MULCH SHALL BE APPLIED IN A MINIMUM 2' RADIUS AROUND THE TREE BASE.

12. PROVIDE A TREE STAKE AND MOCK-UP ON-SITE FOR THE CITY'S AUTHORIZED REPRESENTATIVE'S REVIEW PRIOR TO PERFORMING TREE STAKING.

13. ENSURE THAT TREES ARE NOT PLANTED TOO DEEP RELATIVE TO FINISH GRADE. TREES PLANTED TOO DEEP WILL BE REPLANTED BY THECONTRACTOR AT NO EXPENSE TO THE CITY - REFER TO SPECIFICATIONS AND DETAILS FOR PROPER GRADE ELEVATIONS. ENSURE THAT NOEXISTING OR NEW PLANT MATERIAL OR ROOTS COME IN CONTACT WITH LIME STABILIZED BACKFILL.

14. INSTALL PLANT MATERIAL WITH ITS BEST SIDE FACING THE PREDOMINANT VIEW OF THE PUBLIC WHERE POSSIBLE.

15. DO NOT PLANT TREES WITHIN 10 FEET OF GAS, WATER OR SEWER LINES. CONTACT CITY IF MEETING THIS REQUIREMENT DIFFERS FROMLOCATIONS INDICATED ON DRAWINGS.

16. REFER TO DRAWING DETAILS FOR REQUIRED PLANTING AND STAKING METHODS.

17. INSTALL LINEAR ROOT BARRIERS ("DEEP ROOT" OR APPROVED EQUAL) FOR ALL TREES WITHIN 5'-0" OF CONCRETE CURB, CONCRETE PAVING PERCITY STANDARDS AND SPECS. REFER TO MANUFACTURER'S INSTALLATION SPECIFICATIONS.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTINGOPERATIONS.

19. REFER TO THE SPECIFICATIONS FOR PLANTING REQUIREMENTS, MATERIALS AND EXECUTION.

20. ALL TREES SHALL BE TAGGED BY THE LANDSCAPE ARCHITECT AT A NURSERY OR NURSERIES SELECTED BY THE CONTRACTOR OR AT THEDISCRETION OF THE LANDSCAPE ARCHITECT. IF TAGGING IS REQUIRED AT MORE THAN THREE (3) NURSERIES, THE CONTRACTOR IS RESPONSIBLEFOR ADDITIONAL COST FOR THE LANDSCAPE ARCHITECT'S TIME. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEASTSEVENTY-TWO (72) HOURS IN ADVANCE OF THE TREE SELECTION DATE. THE CITY'S AUTHORIZED REPRESENTATIVE MAY ACCOMPANY THEPROJECT LANDSCAPE ARCHITECT FOR THE TREE SELECTION.

21. PRE-SELECTED OR "LANDSCAPE ARCHITECT - TAGGED" PLANT MATERIAL MUST BE INSPECTED BY THE CONTRACTOR AND BE CERTIFIED PEST ANDDISEASE FREE. IT IS THE CONTRACTOR'S OBLIGATION TO WARRANTY ANY AND ALL PLANT MATERIAL PER SPECIFICATIONS.

22. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED AS PERSPECIFICATIONS.

23. PLANT MATERIAL SHALL BE GROWN AND/OR ACCUMULATED UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE OF THE PROJECT SITE.

24. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE CITY'S AUTHORIZED REPRESENTATIVE DUE TO HEALTH, FORM OR DAMAGE BEFORE ORAFTER PLANTING. WARRANTY ALL PLANT MATERIAL, SMALLER THAN 15 GALLON CONTAINER SIZE, TO BE IN HEALTHY AND FLOURISHING CONDITIONOF ACTIVE GROWTH FOR A PERIOD OF (1) YEAR AFTER DATE OF PROJECT ACCEPTANCE. WARRANTY ALL PLANT MATERIAL, 15 GAL. OR LARGER TOBE IN HEALTHY AND FLOURISHING CONDITION OF ACTIVE GROWTH FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF PROJECT ACCEPTANCE.

25. FERTILIZER TABLETS SHALL BE APPLIED PER THE PROJECT SPECIFICATIONS.

26. PLANT CENTERS SHALL NOT BE PLACED WITHIN EIGHTEEN (18") INCHES OF SPRINKLER HEADS.

27. FORM BERMED WATERING BASIN AROUND ALL TREES INSTALLED IN GROUND COVER AREAS. FILL BASIN WITH MULCH AS SHOWN ON DETAILS ANDAS SPECIFIED.

28. PLANT SPACING SHALL TAKE PRECEDENCE OVER IRRIGATION VALVE BOX, PIPE, AND OTHER EQUIPMENT LOCATIONS. VISIBLE IRRIGATIONEQUIPMENT SHALL BE INSTALLED IN AN ORGANIZED MANNER PERPENDICULAR TO HARDSCAPE ELEMENTS.

29. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS-FREE CONDITION THROUGHOUT THE ESTABLISHMENTPERIOD.

30. QUANTITIES ARE PROVIDED AS A CONVENIENCE TO THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT A SUFFICIENTNUMBER OF PLANTS ARE PROVIDED TO ACHIEVE SPECIFIED SPACING WITHIN EACH PLANTING AREA.

PLANTING LEGEND

0

SCALE:

10' 20' 40'

1" = 20'

N

3475 E. Foothill Blvd.Pasadena, CA 91107Phone: (626) 351-4664Fax: (626) 351-5291 Renewal Date

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TREES

SYMBOL BOTANNICAL NAME COMMON NAME SPACING SIZE QUANTITY REMARKS

BRAHEA BRANDEGEEI SAN JOSE HESPER PALM 15-20 FEET 22

PLANTING NOTES

1. DRAWING IS DIAGRAMMATIC. VERIFY ALL LOCATIONS AND CONDITIONS ON SITE. COUNT ALL PLANT MATERIAL BEFORE BIDDING.

2. INSPECT ALL EXISTING CONDITIONS ON SITE AND LOCATE ALL EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS. ALL TREE STAKINGLOCATIONS TO BE APPROVED BY THE CITY PRIOR TO ANY DIGGING.

3. CONTRACTOR TO REPAIR AT HIS OWN EXPENSE ALL PROPERTY DAMAGE WHICH OCCURS DURING PROJECT INSTALLATION.

4. ALL PLANT MATERIAL TO BE GUARANTEED FOR 90 DAYS FROM THE DATE OF ACCEPTANCE BY OWNER. CONTRACTOR SHALL STORE PLANTMATERIAL IN SHADE AND PROTECT FORM SUN. ENSURE ON SITE WATERING PRIOR TO PLANTING AND THROUGH THE ESTABLISHMENT PERIOD,SEE SPECIFICATION.

5. FINISH GRADE TO BE 1" BELOW ALL WALKS, CURBS AND PAVING.

6. CONTRACTOR SHALL REMOVE ALL NURSERY STAKES AFTER PLANTING.

STABILIZED DECOMPOSED GRANITE, 3" DEEP

GROUNDCOVER

12' BTH, MIN.

MH

MH

F/HV

MH MH

VMH

MH MH

MH

V

M M PBPB

V

PB

CO

UTV UTV UTV UTV UTV UTV UTVSS SST T T T T T T T T T T T T T T T T T T T

JT JT JT JT JT JT JT JT JT JT JT JT

UTV UTV UTV UTV

W W W WSS SS SS SS

UTV

W JT JT JT JT JT

UTVJT JT JT U

E

UE

UE UE UE

UE

UEUEUE

SS SS

SS

SS

SS

SS

SS

SS

W W

W W

UE UE UE UE UE

UTVUTV

UTVUTV

UTVUTV

UTV

G G G G G

GG

G

SSSS

SSSS

V

PACIFIC COAST HWY

OCEAN FRONT WALK

APPIAN WAY

UNDERGROUND STORAGE RESERVOIR

CONNECT TO EX.10" WATER LINE

B 1"

3/4"

1"

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SCALE:

10' 20' 40'

1" = 20'

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GENERAL IRRIGATION NOTES

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROCURE AN ORIGINAL SET OF THESE PRINTED IRRIGATION PLANS FOR BIDDING AND CONSTRUCTION.

2. XEROX COPIES OF THESE PLANS ARE NOT ALLOWED FOR BIDDING AND CONSTRUCTION AS THEY MAY NOT SHOW IRRIGATION SYMBOLS, LINE WEIGHTS, OR LINE TYPESCLEARLY.

3. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO ANDMADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.

4. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, PROPERTY LINES, DIMENSIONS AND THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORECOMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEENTHESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE CITY'S REPRESENTATIVE. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALLSITE CONDITIONS PRIOR TO BIDDING AND COMMENCING WORK.

5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK.

6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK.

7. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS.

8. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SYMBOL SIZES ARE SHOWN FOR DESIGN CLARITY ONLY. CONTRACTOR SHALL MEASURE ALL DISTANCES AND SPACINGFROM CENTER OF SYMBOLS ON THE PLAN AND TRANSFER THOSE DISTANCES TO THE FIELD USING A PROPER MEASURING DEVICE SUCH AS A MEASURE TAPE OR WHEEL.

9. THE CONTRACTOR UNDERSTANDS IT IS THE INTENT OF THESE DRAWINGS TO IRRIGATE ALL NEW PLANT MATERIAL, AND EXISTING PLANT MATERIAL AS REQUIRED, UNLESSSPECIFICALLY NOTATED IN THE DRAWINGS THAT A PLANT MATERIAL IS A NON-IRRIGATED TYPE. WHEN PLANT MATERIAL IS SHOWN IN THESE DRAWINGS TO NOT HAVEIRRIGATION SUBSCRIBED TO IT, THE CONTRACTOR SHALL CONTACT THE CITY'S AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT THROUGH THEPROJECT 'REQUEST FOR INFORMATION' (R.F.I.) PROCESS FOR CLARIFICATION AND FURTHER DIRECTION. IT IS THE INTENT OF THESE DRAWINGS THAT ALL NEW PLANTMATERIAL RECEIVE A MINIMUM OF 100% IRRIGATION COVERAGE FROM TWO ADJACENT SPRINKLERS WHEN OVERHEAD SYSTEMS ARE USED, AND AT LEAST ONE OR MOREEMITTER POINTS PER PLANT, AS DIRECTED IN THE DRIP EMITTER LEGEND, WHEN IRRIGATION DRIP SYSTEMS ARE USED. IF THE CONTRACTOR FAILS TO NOTIFY THE CITY'SAUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT OF A DISCREPANCY THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR IRRIGATION TO THEPLANT MATERIAL. IRRIGATION SHALL BE OF THE SAME TYPE AS THE SURROUNDING AREA. ULTIMATELY, IT IS RESPONSIBILITY OF THE CONTRACTOR TO PROVIDEIRRIGATION TO EVERY PLANT THAT IS INSTALLED UNDER HIS SUPERVISION.

10. REFER TO SHEET L-3 FOR IDENTIFICATION REQUIREMENTS.

EQUIPMENT / P.O.C. NOTES:

11. VERIFY THE ACTUAL LOCATION AND SIZE OF WATER METER AND BOTH STATIC AND DYNAMIC WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THEP.O.C INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL P.O.C. INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFYLANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FIELD VERIFY THE P.O.C. INFORMATION AND NOTIFY THE ABOVE, ANY ADDITIONAL COSTS INCURRED BYCHANGES REQUIRED TO BE MADE TO THE IRRIGATION SYSTEM BECAUSE OF LOW OR HIGH PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THECONTRACTOR.

12. P.O.C. EQUIPMENT LAYOUT INCLUDING, BUT NOT LIMITED TO, IRRIGATION WATER METER, ELECTRICAL STUB-OUT, BACKFLOW ASSEMBLY, AND MASTER VALVE ISDIAGRAMMATIC DUE TO THE SCALE OF THE DRAWING. LOCATIONS MAY BE SHOWN WITHIN PAVING AND/OR ORIENTED IN A CERTAIN DIRECTION FOR CLARITY ONLY. PLANDOES NOT ACCOUNT FOR EQUIPMENT BY OTHERS WITHIN VICINITY OF P.O.C. CONTRACTOR SHALL VERIFY SPECIFIC LAYOUT ORIENTATION AND ACTUAL EQUIPMENTLOCATIONS WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OF EQUIPMENT.

13. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTION DEVICE AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE CITY'SAUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONTACT REPRESENTATIVE BEFORE COMMENCING WORK.

14. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT WHERE SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT CONDITIONS EXIST, WHICH ARENOT INDICATED ON THE PLANS. SUCH CONDITIONS MAY HAVE BEEN UNKNOWN AND NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONSSHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND/OR CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. SHOULD THECONTRACTOR FAIL TO NOTIFY THE ABOVE, ANY ADDITIONAL COSTS INCURRED BY REQUIRED CHANGES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE CITY.

15. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATEREQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION.

CONTROLLER / WIRE NOTES:

16. CONTRACTOR SHALL REFER TO IRRIGATION LEGEND FOR CONTROLLER TYPE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL P.O.C. SHALL BE CONFIRMED WITH THECITY'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.

17. CONTRACTOR SHALL COORDINATE AND VERIFY CONTROLLER PEDESTAL LOCATION IN FIELD WITH ELECTRICIAN FOR CONTROLLER POWER CIRCUIT ROUTING.

18. CONNECTION OF IRRIGATION CONTROLLER TO THE PROVIDED ELECTRICAL STUB-OUT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR ANDINSTALLATION THEREOF SHALL BE PER LOCAL CODE REQUIREMENTS. CONTRACTOR MAY CHOOSE, IF SO DESIRED, TO SUB THIS WORK TO THE ELECTRICAL CONTRACTOR .

19. CONTROLLER POWER SOURCE SHALL BE SUPPLIED FROM A 'CONTROLLER' DEDICATED CIRCUIT BREAKER.

20. CONTRACTOR SHALL ROUTE THREE ADDITIONAL 'CONTROL' WIRES AND ONE ADDITIONAL 'COMMON' WIRE ALONG ENTIRE MAINLINE ROUTE AND ALONG EACH AND EVERYLEG OF MAINLINE ROUTE. ROUTE WIRES INTO EACH AND EVERY RCV VALVE BOX. WHERE VALVE BOXES ARE GROUPED INTO A MANIFOLD, ROUTE WIRES INTO FIRSTVALVE BOX ON MANIFOLD ONLY. SPARE 'CONTROL' WIRES SHALL BE OF A DIFFERENT COLOR THAN THOSE USED ON THE PROJECT. 'COMMON' WIRE SHALL BE OF ADIFFERENT COLOR THAN THAT USED ON THE PROJECT, OR WHITE WITH A STRIPE.

21. CONTRACTOR SHALL INSTALL METER WIRE/CABLE WITHIN 1" SCH 40 PVC ELECTRICAL CONDUIT.

SYSTEM GROUNDING NOTES:

22. CONTRACTOR SHALL BE RESPONSIBLE FOR GROUNDING CONTROLLER PER MANUFACTURERS REQUIREMENTS. CONTRACTOR SHOULD CONTACT CONTROLLERMANUFACTURER FOR GROUNDING INSTALLATION INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM AND WORK WITH THE ELECTRICALCONTRACTOR SO AS TO PROVIDE ADEQUATE GROUNDING AS DETERMINED BY CONTROLLER MANUFACTURER.

23. CONTRACTOR SHALL USE U.L. APPROVED GROUND ROD AND GROUND PLATE WITH CADWELD 'ONE-SHOT' CONNECTION PROCESS FOR CONNECTING THE #6 AWG GROUNDWIRE FROM THE CONTROLLER GROUND LUG TO THE ROD. MAXIMUM GROUND RESISTANCE SHALL BE PER CONTROLLER MANUFACTURERS SPECIFICATIONS, BUT NOTGREATER THAN 10 OHMS.

24. CONTRACTOR SHALL REFER TO DETAILS 1 AND 2 IN DRAWING L-6 FOR SYSTEM GROUNDING INSTALLATION. ALSO CONTRACTOR MAY CONTACT CONTROLLER ASSEMBLYMANUFACTURER FOR ADDITIONAL CONTROLLER GROUNDING INSTALLATION INFORMATION.

OVERHEAD SPRINKLER / BUBBLER NOTES :

25. ALL HEADS ARE INTENDED TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS.

26. ALL HEADS ARE REQUIRED TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO ROADWAYS, PATHWAYS, BUILDINGS, WALLS, FENCES, AND HARDSCAPE. THIS INCLUDES, BUTNOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OR ADDITION OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OFNOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNIT AFTER FIELD REVIEW OF AN AREA DETERMINESSUCH IS REQUIRED.

27. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO TREES,LIGHT POLES, BOLLARDS, FIRE HYDRANTS, DRINKING FOUNTAINS, ETC. CONTRACTOR SHALL ADD SPRINKLER HEADS AND/OR REPLACE 'HALF PATTERN' NOZZLES WITHTWO 'QUARTER PATTERN' NOZZLES AS REQUIRED TO ACHIEVE 100% COVERAGE IN ALL AREAS THAT REQUIRE ADJUSTING. ADDITIONAL HEADS SHALL BE INSTALLED AT NOADDITIONAL COSTS TO THE CONTRACT. VERIFY ALL HEAD LAYOUT WITH THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.

RCV / QCV NOTES:

28. REMOTE CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACHELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OFALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE CITY'S AUTHORIZEDREPRESENTATIVE. MINOR MODIFICATIONS OF REMOTE CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE CITY'S AUTHORIZEDREPRESENTATIVE SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT. FAILURE TO OBTAIN CITY'S APPROVAL PRIOR TO THEINSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE PROJECT DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE CITY. IN GENERAL, UNLESS OTHERWISEDIRECTED BY THE CITY, ALL VALVES SHALL BE INSTALLED WITHIN THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS.

29. ALL RCV'S AND QCV'S SHALL BE INSTALLED ON A SUB-MAIN MANIFOLD AS SHOWN IN DETAILS 3 AND 4 IN DRAWING L-5. RCV AND QCV SYMBOLS ARE SHOWNDIAGRAMMATICALLY ON TOP OF MAINLINE FOR CLARITY ONLY. PLAN DOES NOT SHOW THE MANIFOLD FOR CLARITY PURPOSES.

30. ALL QUICK COUPLER VALVES SHALL TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES SHALL BE INSTALLED ASSHOWN IN THE INSTALLATION DETAILS. INSTALL QUICK COUPLERS WITHIN 18 INCHES OF HARDSCAPE. CONTRACTOR SHALL TEE OFF OF MAINLINE WITH 1-1/4 INCHMAINLINE PIPE WHERE APPLICABLE TO LOCATE QUICK COUPLER VALVE WITHIN ADJACENT SHRUB OR GROUNDCOVER AREAS AND/OR 18 INCHES FROM HARDSCAPE.

PIPE / SLEEVE NOTES:

31. MAINLINE LAYOUT IS DIAGRAMMATIC DUE TO THE SCALE OF THE DRAWINGS. ROUTING MAY BE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TOBE WITHIN PLANTER, A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. CONTRACTOR SHALL ADJUST MAINLINE ROUTING TO ACCOMMODATE

ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO TREES, LIGHT POLES, BOLLARDS, FIRE HYDRANTS, DRINKING FOUNTAINS, CONCRETEFOOTINGS, ETC.

32. MAINLINE AND/OR LATERAL PIPE ROUTING SHOWN OUTSIDE PROPERTY LINE AND/OR L.O.W. IS DIAGRAMMATIC AND FOR CLARITY ONLY, CONTRACTOR SHALL ROUTEMAINLINE WITHIN PROPERTY LINE AND/OR L.O.W.

33. ALL PIPE MATERIAL AND INSTALLATION LABOR REQUIRED FOR MAINLINE OR LATERAL LINE ADJUSTMENTS DUE TO ACCOMMODATIONS IN THE FIELD SHALL BE INCLUDEDWITHIN CONTRACTED PRICE AND MAY NOT BE SUBMITTED AS A CHANGE ORDER TO THE ORIGINAL BID.

34. NO PVC PIPE MAINLINES SHALL BE ROUTED OR ALLOWED CLOSER THAN 6 FEET FROM ANY TREE TRUNK AT ANY TIME. PIPE ROUTING AS SHOWN ON PLANS IS FORDIAGRAMMATIC PURPOSES ONLY. WHEN PIPE MUST BE ROUTED CLOSER THAN 6 FEET BECAUSE OF HARDSCAPE CONSTRAINTS OR OTHER OBSTACLES CONTRACTORSHALL INSTALL MAINLINE PIPE WITHIN SLEEVE WHERE PIPE IS WITHIN 6 FEET OF THE TRUNK AND SO INDICATE THE PIPE ROUTING AND SLEEVE LOCATIONS ON THEAS-BUILT DRAWINGS.

35. SLEEVES AND THEIR LOCATIONS ARE DIAGRAMMATICALLY SHOWN FOR CLARITY ONLY. ALL IRRIGATION SLEEVES MAY NOT BE SHOWN FOR CLARITY PURPOSES.CONTRACTOR SHALL INSTALL SLEEVES BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY THE CITY'S AUTHORIZED REPRESENTATIVE. ALL PIPE UNDER PAVEDAREAS SHALL BE INSTALLED IN A SLEEVE, AT MINIMUM TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL SLEEVES TO BE INSTALLED A MINIMUMDEPTH AS SHOWN ON THE PIPE/SLEEVING DETAIL. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING.

36. ALL SLEEVE ENDS MUST BE SEALED WITH FOAM SEALANT INSIDE PIPE TO MINIMIZE DEBRIS INTRUSION.

37. LATERAL LINES MAY BE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER.

38. ALL CONTROL WIRE UNDER PAVED AREAS SHALL BE INSTALLED IN A SLEEVE, SEE LEGEND FOR TYPE. AT MINIMUM SIZE: 2 INCH- FOR UP TO 15 WIRES; 2-1/2 INCH- FOR 16-20WIRES; 3 INCH- FOR 21-55 WIRES. ALL SLEEVES TO BE INSTALLED A MINIMUM DEPTH AS SHOWN ON THE PIPE/SLEEVING DETAIL. SLEEVES TO EXTEND AT LEAST 12" PASTTHE EDGE OF THE PAVING.

DRIP / MICRO-SPRAY SYSTEM NOTES:

39. ALL LATERAL LINES FOR DRIP ZONES SHALL BE PVC SCH 40 PIPE.

40. ALL MAINLINES AND LATERAL LINES SHALL BE THOROUGHLY FLUSHED CLEAN BEFORE DRIP MANIFOLD ASSEMBLIES AND/OR DRIP TUBING CONNECTIONS ARE MADE. ALLDRIP TUBING LINES SHALL BE FLUSHED CLEAN BEFORE BACKFILLING.

41. CONTRACTOR SHALL ALWAYS FOLLOW AND ROUTE, PARALLEL TO GRADE, ANY INLINE DRIP TUBING LAYOUT. ALWAYS LAY DRIPLINES PERPENDICULAR TO SLOPE. DO NOTFOLLOW DIRECTIONAL LAYOUT AS SHOWN IN THE PLANS. HATCH PATTERNS SHOWN IN PLAN'S DRIP AREAS ARE DIAGRAMMATICAL ONLY.

42. FOR ALL INLINE DRIP TUBING AREAS ON SLOPE THE CONTRACTOR SHALL BE HELD ACCOUNTABLE FOR CREATING A TRIANGULAR WETTING PATTERN ACROSS ANY SLOPE.OFFSET THE EMITTERS BY HALF THE EMITTER SPACING WHEN INSTALLING TUBING TO CREATE A TRIANGULAR WETTING PATTERN ACROSS THE SLOPE. DO NOT INSTALLTUBING WHERE THE EMITTERS ARE DIRECTLY IN LINE (PERPENDICULAR) WITH EACH OTHER.

43. FOR TREES: MICRO-SPRAY SPRINKLER UNITS SHALL BE ALIGNED WITH TREES AS SHOWN IN THE DETAILS. CONFIRM ALL PROPOSED LAYOUT IN FIELD WITH OWNER'SAUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.

44. WHEN DIFFERENT SIZES OR SPECIES OF TREES ARE TIED TO THE SAME ZONE VALVE CONTRACTOR SHALL BE REQUIRED TO MAKE ADJUSTMENTS TO MICRO-SPRAYNOZZLE RADIUS FOR EACH SIZE OR SPECIES OF TREE IN THE ZONE AS NEEDED TO PROVIDE PROPER AND ADEQUATE AMOUNT OF WATER AS REQUIRED BY EACH SPECIES.


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PVC FITTINGS/NIPPLES:1. REQUIRED FOR ALL SOLVENT WELD MAINLINE FITTINGS 2 INCH (2") TO THREE INCH (3"), USE SPEARS PVC CL 315 BLUE 'EVERTUFF' FITTINGS, MODEL 4XX-XXXT,

OR SCH 80 FITTINGS.2. REQUIRED FOR ALL SOLVENT WELD MAINLINE FITTINGS 4 INCH (4") AND LARGER, USE SPEARS PVC CL 315 BLUE 'EVERTUFF' FITTINGS, MODEL 4XX-XXXT ONLY.3. REQUIRED FOR ALL FITTINGS WITH A THREADED MALE AND/OR FEMALE COMPONENT 1 INCH (1") OR LARGER, USE SPEARS PVC CL 315 BLUE 'EVERTUFF' TYPE

OR SCH 80 FITTINGS. FEMALE FITTINGS REQUIRE STAINLESS STEEL REINFORCED COLLAR.4. FOR ALL THREADED PLASTIC NIPPLES USE SCH 80 PVC.

SPECIFICATION GRADE IRRIGATION VALVE BOXES FOR IRRIGATION EQUIPMENT: PRO SERIES.

WIRE SPLICE CONNECTOR, MODEL DBR/Y-6 FOR RCV CONNECTIONS AND SPLICES.3M

NDS

SPEARS

IRRIGATION WIRE #12 AWG UF DIRECT BURIAL (U.L. APPROVED) FOR RCV 'CONTROL' WIRES, MODEL P7072-REV 14.IRRIGATION WIRE #12 AWG UF DIRECT BURIAL (U.L. APPROVED) FOR RCV 'COMMON' WIRES, MODEL P7072-REV 14.

MAINLINE ISOLATION FULL PORT BRONZE BALL VALVE, WITH STAINLESS STEEL HANDLE AND NUT OPTION, MODEL B-58570-SSHN, UPC# 039923680426. INSTALLED WITH HANDLE ONSIDE. LINE SIZE UP TO 2 INCH, 2" SIZE UP TO 3 INCH PIPE.

NIBCO

DRIP ZONE ASSEMBLY, SIZE PER PLAN: MODEL XCZ-###-PRB-COM WITH PRB-QKCHK-200M PRESSURE REGULATING BASKET FILTER(S). INSTALL BALL VALVE ON UPSTREAM SIDEOF VALVE FOR ISOLATION.

1 1/2" DRIP ZONE ASSEMBLY: MODEL XCZ-150-PRB-COM. USE ON ZONES UP TO FORTY (40) GPM FLOW. WITH PRB-QKCHK-200M PRESSURE REGULATING BASKET FILTER ANDINCLUDED 1 1/2" BALL VALVE. INSTALL BALL VALVE ON UPSTREAM SIDE OF VALVE FOR ISOLATION.

RAIN BIRD

RAIN BIRD

1 1/2" MASTER CONTROL VALVE: NORMALLY CLOSED M/V, MODEL 3200. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.SUPERIOR

MANIFOLD ISOLATION VALVE: SLO-CLOSE FULL BLOCK TRUE UNION 'SOCKET' PVC BALL VALVE WITH EPDM O-RINGS, MODEL VXX101N-SC. CONTRACTOR SHALL INSTALL ALLRCV'S/QCV'S ON MANIFOLDS. VALVE TO MATCH MANIFOLD SIZE. VALVE MANIFOLDS WITH ISOLATION VALVE ARE NOT SHOWN ON PLANS FOR CLARITY.

LASCO

PAIGE ELECTRIC

NEW 1 1/2" POTABLE WATER METER WITH 1 1/2" SERVICE LINE PER CITY OF SANTA MONICA STANDARD DRAWINGS SMW-5 AND SMW-9. CONTRACTOR SHALL SUPPLY ALLHARDWARE AND FITTINGS REQUIRED TO CONNECT IRRIGATION MAINLINE IMMEDIATELY DOWNSTREAM OF METER OUTLET, BEFORE ANY EXISTING EQUIPMENT. CONTRACTORSHALL VERIFY METER LOCATION, SIZE, SERVICE LINE SIZE, AND STATIC WATER PRESSURE BEFORE COMMENCING WORK.

P.O.C.

ALL REMOTE CONTROL VALVES SHALL BE OUTFITTED WITH A PURPLE ID TAG INDICATING THE CONTROLLER AND VALVE NUMBER.CHRISTY'S

NO SYMBOL

NO SYMBOL

NO SYMBOL

NO SYMBOL

NO SYMBOL

NO SYMBOL

6" WIDE METALLIC DETECTABLE MARKER TAPE, MODEL TA-DT-6-BI. TAPE SHALL BE INSTALLED 12" ABOVE ALL IRRIGATION MAINLINES AND SLEEVES.CHRISTY'SNO SYMBOL

CONTRACTOR SHALL COORDINATE ALL CONDUITS, SLEEVES, AND WIRE ROUTING WITH GENERAL CONTRACTOR AND ANY AFFECTED ON-SITE TRADES AS REQUIREDTHROUGHOUT PROJECT.

N/ANO SYMBOL

IRRIGATION UTILITIES

SYMBOL MFR. MODEL NO. / DESCRIPTION

IRRIGATION PIPE/SLEEVE

PVC PIPE, SCH 40, 3/4" - 2", AS LATERAL LINES. 12" BELOW GRADE. SEE PLAN FOR SIZES

PVC PIPE, SCH 40, SIZE AS REQUIRED, FOR RCV/QCV MANIFOLDS, 18" BELOW GRADE. MANIFOLDS AND PIPE ARE NOT SHOWN ON PLAN FOR CLARITY. MANIFOLD PIPE SIZE SHALLBE SAME AS LARGEST LATERAL SIZE IN MANIFOLD. USE 1-1/4" FOR QCV MANIFOLD.

PIPE AND WIRE SLEEVES, ASTM D3034 PVC GRAVITY SEWER PIPE, MINIMUM TWICE THE DIAMETER OF PIPE CARRIED AND MINIMUM 1-1/2" PIPE FOR WIRE CARRIED. PLACE BELOWALL PAVING, HARDSCAPE, ETC, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE.

AS APRVD

AS APRVD

PVC PIPE, CL 315, AS MAINLINES, 24"-36" BELOW GRADE. SEE PLAN FOR SIZES. INSTALL WITH T. CHRISTY 6" WIDE METALLIC DETECTABLE MARKER TAPE, MODEL TA-DT-6-BL.AS APRVD

NO SYMBOL AS APRVD

GPM PSI

0.25 30

1 1/2" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY, MODEL 825YA, WITH WYE STRAINER #650A. INSTALL CENTERED ON A 30"X36"X4" POURED-IN-PLACE CONCRETEPAD. UNIT TO BE INSTALLED WITHIN V.I.T. STAINLESS STEEL ENCLOSURE. CONTRACTOR SHALL DETERMINE EXACT LOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVEBEFORE INSTALLATION.

FEBCO

BACKFLOW ASSEMBLY ENCLOSURE, MODEL SBBC-22SS. INSTALL ON CONCRETE PAD WITH BF ASSEMBLY CENTERED. CONCRETE PAD TO EXTEND 6" BEYOND OUTSIDEDIMENSIONS OF ENCLOSURE. REFER TO MANUFACTURER'S INSTALLATION DETAIL AND SPECIFICATIONS FOR ADDITIONAL INSTALLATION INFORMATION.

NO SYMBOL V.I.T.

IRRIGATION MISCELLANEOUS

SYMBOL MFR. MODEL NO. / DESCRIPTION

2" ELECTRICAL CONDUIT. ROUTE CONDUIT ALONG MAINLINE WHERE SHOWN ON PLANS.AS APRVD

IRRIGATION P.O.C.

CONNECTION TO EXISTING IRRIGATION MAINLINE. CONTRACTOR SHALL SUPPLY ALL HARDWARE AND FITTINGS REQUIRED TO CONNECT PROPOSED IRRIGATION MAINLINE TOEXISTING MAINLINE. CONTRACTOR SHALL VERIFY MAINLINE LOCATION, SIZE, AND STATIC WATER PRESSURE BEFORE COMMENCING WORK.

N/A

IRRIGATION CONTROLLER

117 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN. CONTRACTOR SHALL COORDINATE AND VERIFY CONTROLLER PEDESTAL LOCATION IN FIELD WITH ELECTRICIAN.ELECTRICIAN SHALL ROUTE AND INSTALL ALL CONDUIT AND CONDUCTORS TO WITHIN THE CONTROLLER PEDESTAL LOCATION. IRRIGATION CONTRACTOR SHALL CONNECTIRRIGATION CONTROLLER TO ELECTRICAL STUB-OUT. CONTROLLER CIRCUIT SHALL BE SUPPLIED FROM A DEDICATED BREAKER FROM THE POWER SOURCE.

N/A

CONTROLLER GROUNDING EQUIPMENT KIT. CONTRACTOR SHALL GROUND CONTROLLER PER MANUFACTURER'S SPECIFICATIONS, BUT NOT LESS THAN PER LOCAL ANDNATIONAL ELECTRICAL CODE. GRD. WIRE / GRD. ROD / GRD. PLATE CONNECTIONS SHALL BE BY CADWELD PROCESS ONLY. MAXIMUM RESISTANCE SHALL BE NO MORE THAN 10OHMS. CONTRACTOR SHALL PROVIDE PROOF OF MEASURED RESISTANCE TO CITY'S AUTHORIZED REPRESENTATIVE BEFORE MAINTENANCE PERIOD BEGINS AND INCLUDEDOCUMENT WITHIN SUBMITTED MAINTENANCE MANUAL.

AS APRVD

WEATHER-BASED SMART IRRIGATION CONTROLLER, CS3-8-S1/CS3-GR/GR-STUBBY/COMM-5YRCALSENSE

NO SYMBOL

TREE IRRIGATION

TREE BUBBLER: RWS-B-C-1401, ROOT WATERING SYSTEM WITH 36" TUBE, 0.25 GPM BUBBLER & CHECK VALVE ON RISER, 4" GRATE, VERSATILESWING ASSEMBLY WITH 1/2" M NPT INLET, EACH SYMBOL REPRESENTS (AT MINIMUM) TWO UNITS, PLACE SPRAY HEADS ON OPPOSITE CORNERS,6” FROM EDGE OF ROOTBALL. ADJUST LOCATION PER ROOTBALL SIZE.

RAIN BIRD

A

B

GALLONS PER MINUTETOTAL LENGTH OF DRIP TUBING

VALVE NUMBER

VALVE SIZE

LATERAL PIPE SIZEDIAMETER (IN.) FLOW RATE (GPM)

3/4 8

1 13

1 1/4 23

1 1/2 32

2 53

NOTE:

ALL END RUNS OF LATERAL PIPE SHALL BE A MINIMUM OF 3/4" SIZE PIPE.

IDENTIFICATION REQUIREMENTS

ALL PROPOSED WATER LINES (PRESSURE/NON-PRESSURE), VALVE BOXES, HYDRANTS AND APPURTENANCES SHALL BE IDENTIFIED WITH CONTINUOUS PIPELINE IDENTIFICATION TAPE ATTACHED TOTHE PIPE AND SECURED EVERY 5 FEET TO CLEARLY DISTINGUISH BETWEEN RECYCLED WATER, NON-POTABLE AND POTABLE WATER SYSTEMS. IN ADDITION TO PIPE IDENTIFICATION, ALL WATERVALVES SHALL BE LABELED WITH APPROVED IDENTIFICATION TAGS DISTINGUISHING BETWEEN POTABLE WATER, NON-POTABLE STORMWATER, ON-SITE TREATED STORMWATER, AND NON-POTABLEWATER.

• RECYCLED WATER - ALL BURIED RECYCLED WATER LINES (PRESSURE/NON-PRESSURE) SHALL BE PURPLE COLORED PIPE WITH CONTINUOUS WORDING "CAUTION: NON-POTABLE RECLAIMED(RECYCLED) WATER, DO NOT DRINK" IN BLACK LETTERS PRINTED ON OPPOSITE SIDES OF THE PIPE.

• PROJECTS UTILIZING EXTENSIVE PIPELINE INSTALLATION SHALL USE PURPLE PIPE PROPERLY STENCILED/LABELED. FOR LIMITED APPLICATION, THE USE OF CONTINUOUS LETTERING ONTHREE INCH (3") MINIMUM WIDTH PURPLE TAPE WITH ONE INCH BLACK OR WHITE CONTRASTING LETTERING BEARING THE CONTINUOUS WORDING "CAUTION RECYCLED WATER"PERMANENTLY AFFIXED AT FIVE FOOT INTERVALS ATOP ALL HORIZONTAL PIPING, LATERALS AND MAINS IS AN ACCEPTABLE ALTERNATIVE TO PURPLE PIPE, IF PURPLE PIPE IS UNAVAILABLE INTHE SIZE REQUIRED BY THE PROJECT DESIGN. IDENTIFICATION TAPE SHALL EXTEND TO ALL VALVE BOXES AND/OR VAULTS, EXPOSED PIPING, HYDRANTS AND QUICK COUPLERS.

• POTABLE WATER - ALL POTABLE WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE AND ALL OTHER GOVERNING CODES, RULES AND REGULATIONS.BURIED POTABLE WATER LINES SHALL BE IDENTIFIED BY CONTINUOUS LETTERING ON THREE INCH (3") MINIMUM WIDTH BLUE OR GREEN TAPE WITH ONE INCH WHITE LETTERING BEARING THECONTINUOUS WORDING "POTABLE WATER" PERMANENTLY AFFIXED AT FIVE FOOT INTERVALS ATOP ALL HORIZONTAL PIPING, LATERALS AND MAINS. IDENTIFICATION TAPE SHALL EXTEND TOALL VALVE BOXES AND/OR VAULTS, EXPOSED PIPING AND HYDRANTS.

• IDENTIFICATION TAPE IS NOT NECESSARY FOR EXTRUDED COLORED PVC WITH CONTINUOUS WORDING "POTABLE WATER" PRINTED IN CONTRASTING LETTERING ON OPPOSITE SIDES OF THEPIPE.

• NON-POTABLE WATER - ALL NON-POTABLE IRRIGATION/INDUSTRIAL WATER LINES (PRESSURE/NON-PRESSURE) SHALL BE IDENTIFIED BY CONTINUOUS LETTERING ON THREE INCH (3") MINIMUMWIDTH YELLOW TAPE WITH ONE INCH BLACK LETTERING BEARING THE CONTINUOUS WORDING "CAUTION: NON-POTABLE WATER, DO NOT DRINK" PERMANENTLY AFFIXED AT FIVE FOOTINTERVALS ATOP ALL HORIZONTAL PIPING, LATERALS AND MAINS. IDENTIFICATION TAPE SHALL EXTEND TO ALL VALVE BOXES AND/OR VAULTS, EXPOSED PIPING, HYDRANTS AND QUICKCOUPLERS. NON-POTABLE WATER IS WATER SUPPLIED FROM THE POTABLE WATER SYSTEM THROUGH AN APPROPRIATE BACKFLOW PREVENTER.

• STORMWATER - ALL STORMWATER LINES SHALL BE IDENTIFIED BY CONTINUOUS LETTERING ON THREE INCH (3") MINIMUM WIDTH PURPLE TAPE WITH ONE INCH YELLOW LETTERING BEARINGTHE CONTINUOUS WORDING "CAUTION: UNTREATED STORMWATER, DO NOT DRINK, SUBSURFACE IRRIGATION" OR "CAUTION: UNTREATED STORMWATER, DO NOT DRINK" OR "CAUTION:NON-POTABLE STORMWATER, DO NOT DRINK" OR "CAUTION: ON-SITE TREATED STORMWATER, NON-POTABLE WATER, DO NOT DRINK" PERMANENTLY AFFIXED AT FIVE FOOT INTERVALS ATOPALL HORIZONTAL PIPING, LATERALS AND MAINS. IDENTIFICATION TAPE SHALL EXTEND TO ALL VALVE BOXES AND/OR VAULTS, EXPOSED PIPING AND HYDRANTS.

• EXPOSED PIPING, VALVE BOXES, VAULTS, CONTROL VALVES, QUICK COUPLING VALVES, OUTLETS AND RELATED APPURTENANCES SHALL BE COLOR CODED AND LABELED OR TAGGED TODIFFERENTIATE BETWEEN RECYCLED WATER, POTABLE WATER AND NON-POTABLE WATER SYSTEMS, I.E.,

a. "CAUTION: RECYCLED WATER DO NOT DRINK" IN BLACK OR WHITE CONTRASTING LETTERING ON A PURPLE BACKGROUND.b. "POTABLE WATER" IN BLACK LETTERING ON A BLUE OR GREEN BACKGROUND.c. "CAUTION: NON-POTABLE WATER - DO NOT DRINK" YELLOW WITH BLACK LETTERING.d. "CAUTION: NON-POTABLE STORMWATER" OR "CAUTION: ON-SITE TREATED STORMWATER, DO NOT DRINK" PURPLE BACKGROUND WITH YELLOW LETTERING.

• TAGS SHALL BE IDENTIFIED WITH THE APPROPRIATE WORDING ON BOTH SIDES. TAGS IDENTIFYING RECYCLED WATER SHALL HAVE THE APPROPRIATE WORDING ON ONE SIDE AND SYMBOLON THE OPPOSITE SIDE.

1" FLOW METER: FM-1B. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.CALSENSE


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ROOT BARRIER2_

SCALE: NTS

FINISH GRADE

24" DEEP LINEARPOLYETHYLENE ROOTBARRIER

ROOT BALL

AMENDED BACKFILL MIX

NOTES:FOR PLANTING, REFER TOTREE PLANTING DETAIL.

24" M

IN.

3" SCH 40 PVCPERFORATED AERATIONPIPE WRAPPED WITHFILTER CLOTH ANDCAPPED. (2 EACH)

WATER BASIN - EXCEPTIN LAWN AREAS.

FINISH GRADE

PALM TRUNK TO BEPLUMB (VERTICAL),AND SKINNED(UNLESS OTHERWISENOTED IN SPECS.)

PALM ROOTBALL. PLANT 6" MIN.BELOW ORIGINAL GRADE. PRUNE -CLEAN CUT ALL ROOT ENDS.

BACKFILL: 100% WASHED #16SIEVED SAND (UNLESSOTHERWISE NOTED IN SPECS.)

8" DIA. AUGERED HOLE TOPERMEABLE LAYER (10' MAX.)BACKFILL W/ #16 SIEVED SAND.

TIE (2) SISSAL ORORGANIC TWINE TOSTABILIZE THE FRONDS &PROTECT THE HEARTTIED PRIOR TO DELIVERY.TRIM 1/3 OF FRONDS.

NOTE:-PALM IS TO BE TRIMMED, SKINNED ANDTIED BACK AT IT'S ORIGINAL LOCATIONPRIOR TO DELIVERY.

-WATER & FERTILIZE PER MAINTENANCESPECS.

-SEE SPECS FOR PERCOLATION TEST INFO.

BA

RE

TR

UN

K H

EIG

HT

(SE

E P

LAN

FO

R S

KIN

NE

D R

EQ

UIR

EM

EN

TS.)

6"R

OO

TBA

LL12

"A

UG

ER

TO

PE

RM

EA

BLE

LAY

ER

(10'

MA

X.)

3"

12" (TYPICALALL SIDES

OF SQUAREPIT.)

EQ. EQ.

PALM TREE PLANTING3_

SCALE: NTS

MANIFOLD LAYOUT5_

SCALE: NTS

LEGEND1. IRRIGATION MAINLINE

2. MAINLINE TEE FITTING, MAINLINE x MANIFOLD SIZE

3. MANIFOLD ISOLATION VALVE. REFER TO LEGEND FORTYPE. MANIFOLD SIZE

4. ALL VALVE BOXES TO HAVE A MINIMUM 12" SEPARATIONBETWEEN BOXES

5. IRRIGATION MANIFOLD "SUB-MAINLINE" PIPE. SIZE PERLARGEST LATERAL PIPE

6. REMOTE CONTROL VALVE

7. RECTANGULAR SPECIFICATION GRADE VALVE BOX.REFER TO LEGEND FOR TYPE

8. PVC SCH 80 UNION. ONE OR TWO REQUIRED. SEE RCVINSTALLATION DETAILS

9. LATERAL LINE TO SPRINKLERS

10. SIDEWALK / HARDSCAPE EDGE, INSTALL BOXES 12"-18"FROM EDGE

11. QUICK COUPLER VALVE

12. MAINLINE TEE FITTING, MAINLINE x 1-1/2" SIZE

13. QCV MANIFOLD ISOLATION BALL VALVE. REFER TOLEGEND FOR TYPE

14. QUICK COUPLER SWING JOINT

15. 10" ROUND SPECIFICATION GRADE VALVE BOX. REFER TOLEGEND FOR TYPE

FLOW METER INSTALLATION4_

SCALE: NTS

CONTROLLER ENCLOSURE1_

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SECTION/ELEVATIONNOTES:A. USE TEFLON TAPE ON ALL MALE THREADS WITHIN ASSEMBLY.B. USE PVC SCH 80 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH.C. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.D. IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1" ABOVE MULCH LAYER, WHICHEVER IS

HIGHER.

LEGEND1. PVC MAINLINE PIPE TO FLOW SENSOR

AS REQUIRED

2. PVC SCH 80 SLIP COUPLER, ASREQUIRED

3. 3/4" CRUSHED GRAVEL, MINIMUM 6"DEPTH

4. LANDSCAPE FABRIC

5. PVC SCH 80 UNION (2 REQ.)

6. PVC SCH 80 NIPPLE, MIN. LENGTH 3",VALVE SIZE (4 REQ.)

7. PVC SCH 80 REDUCER SLIPxTHRDBUSHING, SF, MAINLINE SIZE x VALVESIZE (2 REQ.)

8. NOMINAL SIZE SOLID BRICK (4 REQ.)

9. PVC MAINLINE PIPE FROM BACKFLOWPREVENTION DEVICE

10. FINISH GRADE

11. USE PVC SCH 80 45 DEGREE ELLS TOTRANSITION TO MAINLINE DEPTH

12. 12" RECTANGULAR SPECIFICATIONGRADE VALVE BOX WITH "T" COVER.HEAT BRAND 'MV' ON LID

13. MASTER CONTROL VALVE. REFER TOLEGEND FOR SPECIFICATION

14. CONTROL WIRES WITH WATER TIGHTSPLICES PROVIDE 24" COIL OF WIRE ATVALVE

1/2"

B

B B

B

B

PP

SECTION/ELEVATION

NOTE:A. USE TEFLON TAPE ON ALL MALE THREADS WITHIN ASSEMBLY.B. CONCRETE SLAB SHALL BE MINIMUM 4" THICK AND EXTEND A MINIMUM 6" PAST

THE BACKFLOW ASSEMBLY PIPING AND/OR ENCLOSURE ON ALL SIDES.

6" MIN.

12" MIN.

B

LEGEND1. BACKFLOW DEVICE, REFER TO LEGEND FOR

SPECIFICATION

2. BACKFLOW ENCLOSURE, REFER TO LEGEND FORSPECIFICATION

3. BRASS BALL VALVE

4. WYE STRAINER, REFER TO LEGEND FOR SPECIFICATION

5. BRASS NIPPLE, MAX. LEN. 3" (4 REQ.)

6. BRASS RISER, LEN. AS REQUIRED, (2 REQ.)

7. CONCRETE SLAB

8. IRRIGATION SERVICE LINE FROM METER

9. PVC SCH 80 SS COUPLER, SVC LINE SIZE

10. PVC SCH 80 NIPPLE, LENGTH BEYOND THRUST BLOCK,(2 REQ.)

11. CONCRETE THRUST BLOCK, 1 CU. FT.

12. PVC SCH 80 REDUCING ADAPTER, SF, COUPLER SIZE (2REQ.)

13. PVC SCH 80 SS COUPLER, MAINLINE SIZE

14. BRASS ELBOW

15. IRRIGATION MAINLINE

16. BRASS UNION (2 REQ.)

17. PRESSURE REGULATOR, IF SPECIFIED. REFER TOLEGEND FOR SPECIFICATION - IF NOT SPECIFIED,INSTALL ONE BRASS NIPPLE IN PLACE OF TWO 3"NIPPLES AND REGULATOR

SECTION/ELEVATION

LEGEND1. PVC LATERAL LINE PIPE TO ZONE

2. PVC SCH 40 SLIP COUPLER, AS REQUIRED

3. 3/4" CRUSHED GRAVEL, MIN. 5" -6" DEPTH

4. PVC SCH 80 TT UNION, SIZE PER RCV

5. REMOTE CONTROL VALVE, REFER TO LEGEND FOR SPECIFICATION

6. LANDSCAPE FABRIC

7. PVC SCH 80 MAINLINE TEE/ELL FITTING

8. PVC MANIFOLD BACKBONE MAINLINE, DEPTH PER SPECS

9. SOLID BRICK, NOMINAL SIZE (MIN. 4 REQ.)

10. PVC PIPE, MINIMUM PRESSURE RATING-315 PSI, SIZE PERIMMEDIATE DOWNSTREAM RCV LATERAL SIZE

11. PVC SCH 80 SS EL, SIZE PER #10

12. FINISH GRADE

13. RECTANGULAR SPECIFICATION GRADE VALVE BOX WITH BOLTDOWN 'T' COVER. HEAT BRAND "RCV" AND ZONE # ON LID

14. PVC SCH 80 REDUCER BUSHING, SPGxFIPT, SIZE AS REQUIRED

15. PVC SCH 80 PVC NIPPLE, RCV SIZE, MIN. LENGTH 4" (2 REQ.)

16. RCV ID TAG

17. CONTROL WIRES WITH WATER TIGHT SPLICES PROVIDE 24" COILOF WIRE AT VALVE

18. SCH 40 PVC MALE ADAPTER MIPTxSLIP, SIZE PER RCV

19. SCH 40 PVC REDUCER BUSHING, SS, SIZE AS REQUIRED

NOTES:A. USE TEFLON TAPE ON ALL MALE THREADS WITHIN ASSEMBLY.B. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.C. IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1" ABOVE

MULCH LAYER, WHICHEVER IS HIGHER.

6" MAX2" MIN

2"

SECTION/ELEVATION

LEGEND1. PVC SCH 80 45 DEGREE ELL

2. LANDSCAPE FABRIC

3. 3/4" CRUSHED GRAVEL, MIN. 5" -6" DEPTH

4. SOLID BRICK, NOMINAL SIZE (MIN. 4 REQ. )

5. IRRIGATION MAINLINE

6. FINISH GRADE

7. PVC SCH 80 COUPLER, SS, MAINLINE SIZE

8. PVC SCH 80 REDUCING BUSHING, SF, MAINLINE SIZE xVALVE SIZE

9. PVC SCH 80 NIPPLE, 3" LENGTH (2 REQ.)

10. BALL VALVE, REFER TO LEGEND FOR TYPE. INSTALLSHUTOFF HANDLE PERPENDICULAR TO BOX LID

11. PVC SCH 80 TT UNION, SIZE PER VALVE

12. PVC SCH 80 MALE ADAPTER

13. RECTANGULAR SPECIFICATION GRADE VALVE BOX WITH 'T'COVER. HEAT BRAND 'BV' ON LID

1/2"

NOTES:A. USE TEFLON TAPE ON ALL MALE THREADS WITHIN ASSEMBLY.B. USE 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH.C. INSTALL VALVE CENTERED IN BOX.D. REDUCING BUSHINGS ONLY REQUIRED WHEN VALVE IS SIZED SMALLER THAN MAINLINE.E. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.F. IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1" ABOVE MULCH LAYER, WHICHEVER IS

HIGHER.

8" MAX2" MIN

BACKFLOW ASSEMBLY 1_

SCALE: NTS

MAINLINE ISOLATION VALVE2_

SCALE: NTS

NOT USED3_

SCALE: NTS

RCV ASSEMBLY4_

SCALE: NTS

MASTER VALVE ASSEMBLY5_

SCALE: NTS

NOT USED6_

SCALE: NTS


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CONTROLLER GROUNDING INSTALLATION 1_

SCALE: NTS

WIRE CONNECTION3_

SCALE: NTS

PIPE/WIRE/SLEEVE INSTALLATION4_

SCALE: NTS

VALVE BOX LOCATION 5_

SCALE: NTS

C

TOP VIEW

LEGEND1. CONTROLLER ASSEMBLY

PEDESTAL

2. #6 AWG SOLID BARE COPPER WIRE

3. U.L. APPROVED 5/8"x8' COPPERGROUND ROD WITH CADWELD'ONE-SHOT' CONNECTION

4. 10" ROUND SPECIFICATION GRADEVALVE BOX

5. 4"x96" COPPER GROUND PLATE,U.L. APPROVED

PLAN VIEW

LEGEND1. 'RCV' HEAT BRANDED ON TO VALVE BOX LID

2. APPROPRIATE STATION NUMBER HEAT BRANDEDON TO VALVE BOX LID

3. RECTANGULAR SPECIFICATION GRADE VALVEBOX, TYP.

4. QUICK COUPLER VALVE BOX, TYP.

5. 'QCV' HEAT BRANDED ON TO VALVE BOX LID

PLAN VIEW

NOTES:A. CENTER VALVE BOX OVER REMOTE CONTROL

VALVE TO FACILITATE SERVICING VALVE.B. SET RCV AND VALVE BOX ASSEMBLY IN

GROUND-COVER/SHRUB AREA WHEREPOSSIBLE.

C. SET BOXES PARALLEL TO EACH OTHER ANDPERPENDICULAR TO EDGE.

D. AVOID HEAVILY COMPACTING SOIL AROUNDVALVE BOXES TO PREVENT COLLAPSE ANDDEFORMATION OF VALVE BOXES.

EDGE OFPAVING

SECTION/ELEVATION

DEPTH CHART

WIRING

6" & LARGER

3" & 4"

21/2" & SMALLER

18"

12"

- -

18"

24"

36"

BESIDE

18"

24"

36"

A B C D

36"

30"

24"

-

36"

E F

36"

36" 36"

30"30"

-MAIN MAIN

BESIDE

F

D

E

C

B

A

NOTES:A. SLEEVE UNDER PEDESTRIAN WALKWAYS

SHALL EQUAL DEPTHS INDICATED INCOLUMNS A, B, & C.

B. LINES MUST HAVE MIN. CLEARANCE OF 4"FROM EACH OTHER & 12" FROM OTHERTRADES.

C. RUN WIRING BESIDE MAINLINE ATLOCATION SHOWN, TAPE & BUNDLE @ 10'O.C.

D. TIE A 24" LOOP IN ALL WIRING ATCHANGES IN DIRECTION.

E. ALL SLEEVES MUST BE 2X THE DIAMETEROF THE PIPE WITHIN.

F. ALL SLEEVE ENDS MUST BE SEALEDWITH FOAM SEALANT INSIDE PIPE TOMINIMIZE DEBRIS INTRUSION.

G. ALL SLEEVES MUST EXTEND 12" MIN.DISTANCE PAST EDGE OF ROADWAY,CURB, OR SIDEWALK.

H. CONTRACTOR MUST ADJUST MAINLINEAROUND ALL STREET LIGHT LOCATIONS,LIGHT BOLLARDS, TREE ROOT BALLS,(MIN. 5' CLEARANCE), AND OTHEROBSTACLES.

LEGEND1. ON-GRADE LATERAL PIPE

2. UNDISTURBED SOIL

3. COMPACTED BACKFILL

4. LATERAL LINE

5. CONTROL WIRES

6. MAINLINE TRACER TAPE OR AWG#6 BARE COPPER TRACER WIRE,REFER TO LEGEND FORSPECIFICATION

7. MAINLINE, REFER TO LEGEND FORSPECIFICATION

8. ROADWAY / PAVING

9. SAND BACKFILL

10. LATERAL LINE SLEEVE

11. MAINLINE SLEEVE

12. CONTROL WIRE SLEEVE

-

CL

LEGEND1. PVC MAINLINE OR MANIFOLD SUBMAIN /

BACKBONE PIPE. SEE LEGEND FOR DEPTHAS PER SPECIFICATION

2. LANDSCAPE FABRIC, MINIMUM 4.5 OZ.MATERIAL. SEE SPECIFICATIONS FORAPPROVED TYPE

3. PVC SCH 80 SLO-CLOSE BALL VALVE,INSTALL VALVE CENTERED IN BOX. REFERTO LEGEND FOR SPECIFICATION

4. 8" PVC CL 160 PIPE OR NON-PERF DRAINPIPE, LENGTH AS REQUIRED. FIT PIPEOUTSIDE UNION. USE FABRIC TO FILLIRREGULARITIES

5. 3/4" CRUSHED GRAVEL, FILL TO 2" BELOWTOP OF SLEEVE AND 5" BELOW BALL VALVEFOR SUPPORT

6. SUPPORT BRICKS, (3 REQ.)

7. SITE SOIL

8. FINISH GRADE

9. 10" ROUND SPECIFICATION GRADE VALVEBOX WITH BOLT DOWN 'T' COVER. HEATBRAND "BV" ONTO LID.

NOTES:A. USE TEFLON TAPE ON ALL MALE THREADS WITHIN ASSEMBLY.B. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.C. IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1/2" ABOVE MULCH LAYER,

WHICHEVER IS HIGHER.D. CONTRACTOR TO PROVIDE ONE STANDARD 30 INCH SPRINKLER KEY WRENCH FOR THE

OPERATION OF BALL VALVES.

SECTION/ELEVATION

SECTION/ELEVATION

LEGEND1. CONTROLLER ASSEMBLY

PEDESTAL. REFER TO LEGENDFOR SPECIFICATION

2. PVC ELECTRICAL SWEEP ELL(1-½" OR LARGER)

3. #6 AWG SOLID BARE COPPERWIRE

4. U.L. APPROVED 4"x96"COPPER GROUND PLATE

5. GROUNDING ENHANCEMENTEARTH CONTACT MATERIAL.SEE NATIONAL ELECTRICCODE FOR SPECIFICATION

6. 5/8"x8' COPPER CLAD GROUNDROD, U.L. APPROVED

7. CADWELD 'ONE-SHOT'CONNECTION

8. 10" ROUND SPECIFICATIONGRADE VALVE BOX

NOTE:A. INSTALL 10" ROUND SPECIFICATION

GRADE VALVE BOX OVER RODWITH TOP OF GROUND RODEXPOSED WITH CADWELD'ONE-SHOT' CONNECTION

SIDE VIEW

SECTION/ELEVATION

LEGEND1. LOW VOLTAGE WIRES

2. POLY TUBE PRE-FILLED WITHWATERPROOF GEL

3. WIRE CONNECTOR. WIRES SHALLBE PRE-STRIPPED OF 1/2" OF THEINSULATION PRIOR TO INSERTIONINTO THE CONNECTOR. TWISTCONNECTOR ONTO WIRES TOSEAT FIRMLY.

CONTROLLER GROUNDING INSTALLATION2_

SCALE: NTS

MANIFOLD ISOLATION VALVE6_

SCALE: NTS


Pasadena, CA 91107

Phone: (626) 351-4664

Fax: (626) 351-5291



N

0

SCALE:

10' 20' 40'

1" = 20'

BEACH

MAINTENANCE

EXTERIOR LIGHTING

(TYP).

PACIFIC COAST WAY

XSP Series Area

LED AREA

XSP1™ Area XSP2™ Area

BENEFITS

• Improved illumination performance • Significant energy and maintenance savings • Eliminate the relamping cycle • Field Adjustable Output option for increased flexibility • 10-year limited warranty

FEATURES

• Minimum 70 CRI (4000K & 5700K); 80 CRI (3000K) • CCT: 3000K (+/-300K), 4000K (+/-300K), 5700K (+/-500K) • NanoOptic® Precision Delivery Grid™ optic • Exclusive Colorfast DeltaGuard® Finish

APPLICATIONS

• Airport, auto dealership, corporate & office, education, government, healthcare, industrial & warehouse, municipal, parking, pedestrian, petroleum & convenience stores, recreation & public venues, restaurants & hospitality, retail & grocery

MAKING THE SWITCH TO LED LIGHTING IS AN EASY DECISION.Designed to replace up to 400W metal halide pole-mounted area lights, the Cree XSP Series Area light provides an excellent alternative to traditional HID lighting with superior optical control to put the light exactly where it needs to go. The XSP Area leverages Cree’s innovative technology, developed for the industry-leading XSP Series street lights, offering customers a premier area lighting solution covered by a 10-year limited warranty.

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You May Also Be Interested In:

Poles & Tenon Options

POLE SPECIFICATION HORIZONTAL TENON OPTIONS

Dimensions

XSP1™ (SINGLE-MODULE)

XSP2™ (DOUBLE-MODULE)

23.7"(601mm)

5.1"(129mm)

9.3"(237mm)

23.7"

(601m

m)

5.1"

(129

mm)

9.3"

(237

mm)

PS Crown-Weld® Square Straight Steel Poles

PS5R Round Steel Poles

PSRV Round Tapered Steel Poles

Accessory Information

BIRD SPIKE OPTIONS* BACKLIGHT CONTROL SHIELD OPTIONS FOUR POINT MOUNTING KIT

XA-SP1BRDSPK (single-module)XA-SP2BRDSPK (double-module)

Provides 1/2 Mounting Height CutoffXA-SP1BLS (for use with single-module)XA-SP2BLS (for use with double-module)

XA-XSP4PTMNT Includes large bracket for mounting to 2" (51mm) IP, 2.375" (60mm) O.D. tenon, small bracket for mounting to 1.25" (32mm) IP, 1.66" (42mm) O.D. tenon and mounting bolts

26.2"(665mm)

4.6"(117mm)

14.5"(368mm)

26

.2"

(665m

m)

4.6"

(117mm)

14.5"

(368mm)

* Specify mounting configuration

PD-*H4 Square Internal Mount Mounts to 4" (102mm) square aluminum or steel poles

PT-*H Round External MountMounts to 2-3/8 – 3" (60 – 76mm) round aluminum or steel poles

WM-2L Wall Mount

XA-TMDA8 Direct Arm Pole Adaptor BracketMounts to 3 – 6" (76 – 152mm) round or square aluminum or steel poles

23.7"(601mm)

5.1"(129mm)

9.3"(237mm)

26.2"(665mm)

4.6"(117mm)

14.5"(368mm)

Ordering Information Example: BXSP-B-HT-2ME-A-40K-UL-SV

PRODUCT VERSION MOUNTING OPTIC INPUT POWER DESIGNATOR CCT VOLTAGE COLOR OPTIONS OPTIONS

BXSP BC

HTHorizontal Tenon

2ME*Type II Medium2LG*Type II Long3ME*Type III Medium4ME*Type IV Medium5METype V Medium5SH Type V Short

A 53W (XSP1, B)B 101W (XSP2, B)E 101W (XSP1, C)F 139W (XSP2, C)

30K3000K40K4000K57K5700K

ULUniversal120–277VUH Universal 347-480V

BK Black BZ Bronze SV Silver

MLMulti-Level N Utility Label and NEMA® Photocell ReceptacleQ9 Field Adjustable OutputRNEMA® Photocell Receptacle

123www.cree.com/lighting T (800) 236-6800 F (262) 504-5415

T (800) 236-6800 F (262) 504-5415US: lighting.cree.com/lighting

† See http://lighting.cree.com/warranty for warranty terms

T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada

Rev. Date: V6 08/24/2016

Product DescriptionDesigned from the ground up as a totally optimized LED street and area lighting system, the XSP Series delivers incredible efficiency without sacrificing application performance. Beyond substantial energy savings and reduced maintenance, Cree achieves greater optical control with our NanoOptic® Precision Delivery Grid™ optic when compared to traditional cobra head luminaires. The XSP Series is the better alternative for traditional street and area lighting with quick payback and improved performance.Applications: Roadway, parking lots, walkways and general area spaces

Accessories

Field-Installed

Backlight Control ShieldXA-SP2BLS- Provides 1/2 mounting height cutoff

Bird SpikesXA-SP2BRDSPK

NanoOptic® Precision Delivery Grid™ optic

Made in the U.S.A. of U.S. and imported parts

CRI: Minimum 70 CRI

CCT: 3000K (+/- 300K); 4000K (+/- 300K); 5700K (+/- 500K)

Limited Warranty†: 10 years on luminaire/10 years on Colorfast DeltaGuard® finish

Performance Summary

XSP SeriesXSP2™ LED Street/Area Luminaire – Double Module – Version C

Ordering InformationExample: BXSP-C-HT-2ME-F-30K-UL-SV

BXSP C HT F

Product Version Mounting OpticInput Power Designator

CCT VoltageColor Options

Options

BXSP C HTHorizontal Tenon

2ME*Type II Medium2LG*Type II Long3ME*Type III Medium4ME*Type IV Medium

F139W

30K3000K40K4000K57K5700K

ULUniversal120-277VUHUniversal 347-480V

BKBlack BZBronze SVSilver

N-Q9 Utility Label and NEMA® Photocell Receptacle - External wattage label per ANSI C136.15 - 7-pin receptacle per ANSI C136.41 - Factory connected 0-10V dim leads - Photocell and shorting cap by others - Includes Q9 option - Refer to Field Adjustable Output spec sheet for details

Q9 Field Adjustable Output - Refer to Field Adjustable Output spec sheet for details

R NEMA® Photocell Receptacle - 7-pin receptacle per ANSI C136.41 - Factory connected 0-10V dim leads - Photocell and shorting cap by others

* Available with Backlight Shield when ordered with field-installed accessory (see table above)NOTE: Price adder may apply depending on configuration

26.2"(665mm)

4.6"(117mm)

14.5"(368mm)

Weight

24 lbs. (11kg)

https://www.creelink.com/exLink.asp?9290208OT76Q87I33723722




T (800) 236-6800 F (262) 504-5415US: lighting.cree.com/lighting T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada

Product Specifications

CONSTRUCTION & MATERIALS• Die cast aluminum housing

• Tool-less entry

• Mounts on 1.25" (32mm) IP, 1.66" (42mm) O.D. or 2" (51mm) IP, 2.375" (60mm) O.D. horizontal tenon (minimum 8" [203mm] in length) and is adjustable +/- 5˚ to allow for fixture leveling (includes two axis T-level to aid in leveling)

• Luminaire secures with two mounting bolts

• Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultra-durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bronze and silver are available

• Weight: 24 lbs. (11kg)

ELECTRICAL SYSTEM• Input Voltage: 120-277V or 347-480V, 50/60Hz

• Power Factor : > 0.9 at full load

• Total Harmonic Distortion: < 20% at full load

• Class 1 driver

• Integral 10kV surge suppression protection standard

• When code dictates fusing, a slow blow fuse or type C/D breaker should be used to address inrush current

• Designed with 0-10V dimming capabilities. Controls by others

• 10V Source Current: 0.15mA

REGULATORY & VOLUNTARY QUALIFICATIONS• cULus Listed• Suitable for wet locations• Certified to ANSI C136.31-2001, 3G bridge and overpass vibration

standards• Meets CALTrans 611 Vibration testing• 10kV surge suppression protection tested in accordance with IEEE/ANSI

C62.41.2• Meets FCC Part 15, Subpart B, Class A standards for conducted and

radiated emissions • Luminaire and finish endurance tested to withstand 5,000 hours of

elevated ambient salt fog conditions as defined in ASTM Standard B 117• Meets Buy American requirements within ARRA• DLC qualified. Exceptions apply when N-Q9 or Q9 (select adjustments)

options are ordered. Please refer to www.designlights.org/QPL for most current information

• RoHS compliant. Consult factory for additional details• Dark Sky Friendly, IDA Approved when ordered with 30K CCT. Please

refer to http://darksky.org/fsa/fsa-products/ for most current information

XSP2™ LED Street/Area Luminaire – Double Module – Version C

Recommended XSP Series Version C Luminaire Lumen Maintenance Factors (LMF)1

AmbientInput Power Designator

InitialLMF

25K hrProjected2

LMF

50K hrProjected2

LMF

75K hrCalculated3

LMF

100K hrCalculated3

LMF

5˚C(41˚F) F 1.04 0.97 0.91 0.85 0.80

10˚C(50˚F) F 1.03 0.96 0.90 0.84 0.79

15˚C(59˚F) F 1.02 0.95 0.89 0.83 0.78

20˚C(68˚F) F 1.01 0.94 0.88 0.82 0.77

25˚C(77˚F) F 1.00 0.93 0.87 0.81 0.76

1 Lumen maintenance values at 4000K and 25˚C (77˚F) are calculated per TM-21 based on LM-80 data and in-situ luminaire testing2 In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on time durations that are within six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip)3 In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip)

Electrical Data*

Input PowerDesignator

System Watts120-277V

System Watts347-480V

Total Current (A)

120V 208V 240V 277V 347V 480V

F 139 135 1.22 0.68 0.59 0.52 0.40 0.29

* Electrical data at 25˚C (77˚F). Actual wattage may differ by +/- 10% when operating between 120-480V +/- 10%


PhotometryAll published luminaire photometric testing performed to IESNA LM-79-08 standards by a NVLAP accredited laboratory. To obtain an IES file specific to your project consult: http://lighting.cree.com/products/outdoor/street-and-roadway/xsp-series-1


2LG

BXSP-C-**-2LG-F-30K-ULMounting Height: 25' (7.6m) A.F.G.Initial Delivered Lumens: 11,134Initial FC at grade

80' 80'

20'

20'

40'

0m

6.1

6.1

12.2

12.2

40' 40'60' 60'20' 20'0'

12.218.3 6.1 0m 6.1 12.2 18.324.4 24.4

0'

40'

30.5 30.5 36.636.642.7 42.7

100' 100'120' 120'140' 140'

18.3

18.3

60'

24.4

24.4

80'

80'

60'

Position of vertical planeof maximum candlepower.

1

CURB LINE

.5

80˚

.2.1 2

BXSP-C-**-2ME-F-30K-UL w/XA-SP2BLSMounting Height: 25' (7.6m) A.F.G.Initial Delivered Lumens: 9,543Initial FC at grade

.5.1 .2 21

60˚80'

20'

20'

40'

6.1

0m

6.1

12.2

40'60' 20' 0' 20' 40' 60'

12.218.3 6.1 0m 6.1 12.2 18.3

80'

24.4 24.4

0'

40' 12.2

30.5 30.5

100' 100'18.360'


18.360'

CURB LINE

* Initial delivered lumens at 25˚C (77˚F). Actual production yield may vary between -10 and +10% of initial delivered lumens** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: www.ies.org/PDF/Erratas/TM-15-11BugRatingsAddendum.pdf. Valid with no tilt

Type II Medium w/BLS Distribution


3000K 4000K 5700K

InitialDeliveredLumens*

BUGRatings** Per TM-15-11





F 9,543 B1 U0 G2 11,643 B2 U0 G2 12,215 B2 U0 G2


Type II Medium Distribution


3000K 4000K 5700K

Initial Delivered Lumens*





BUG Ratings** Per TM-15-11

F 11,256 B2 U0 G2 13,732 B2 U0 G2 14,408 B3 U0-G2


Type II Long w/BLS Distribution


3000K 4000K 5700K







F 8,197 B1 U0 G2 10,001 B2 U0 G2 10,493 B2 U0 G2


Type II Long Distribution


3000K 4000K 5700K







F 11,134 B2 U0 G2 13,583 B3 U0 G3 14,251 B3 U0 G3

CESTL Test Report #: PL04154-001BXSP-C-**-2LG-E-30K-ULInitial Delivered Lumens: 6,944

2580

5161

7741

10322150˚

120˚ 120˚

60˚

90˚ 90˚

60˚

30˚

150˚

Candlepower Trace: Vertical plane throughhorizontal angle of maximum candlepower.

RESTL Test Report #: PL06675-002BXSP-C-**-2ME-E-40K-UL w/XA-SP1BLSInitial Delivered Lumens: 7,078

1921

3843

5764

7686150˚

120˚ 120˚

60˚

90˚ 90˚

60˚

30˚

150˚


BXSP-C-**-2ME-F-30K-ULMounting Height: 25' (7.6m) A.F.G.Initial Delivered Lumens: 11,256Initial FC at grade

.5.1 .2 21

60˚80'

20'

20'

40'

6.1

0m

6.1

12.2

40'60' 20' 0' 20' 40' 60'

12.218.3 6.1 0m 6.1 12.2 18.3

80'

24.4 24.4

0'

40' 12.2

30.5 30.5

100' 100'18.360'


18.360'

CURB LINE

CESTL Test Report #: PL04155-001BXSP-C-**-2LG-E-30K-UL w/XA-SP1BLSInitial Delivered Lumens: 5,302

2556

5111

7667

10233150˚

120˚ 120˚

60˚

90˚ 90˚

60˚

30˚

150˚


BXSP-C-**-2LG-F-30K-UL w/XA-SP2BLSMounting Height: 25' (7.6m) A.F.G.Initial Delivered Lumens: 8,197Initial FC at grade

80' 80'

20'

20'

40'

0m

6.1

6.1

12.2

12.2

40' 40'60' 60'20' 20'0'

12.218.3 6.1 0m 6.1 12.2 18.324.4 24.4

0'

40'

30.5 30.5 36.636.642.7 42.7

100' 100'120' 120'140' 140'

18.3

18.3

60'

24.4

24.4

80'

80'

60'


1

CURB LINE

.5

80˚

.2.1 2

2ME

RESTL Test Report #: PL06675-001BXSP-C-**-2ME-E-40K-ULInitial Delivered Lumens: 8,850

1951

3902

5852

7803150˚

120˚ 120˚

60˚

90˚ 90˚

60˚

30˚

150˚



PhotometryAll published luminaire photometric testing performed to IESNA LM-79-08 standards by a NVLAP accredited laboratory. To obtain an IES file specific to your project consult: http://lighting.cree.com/products/outdoor/street-and-roadway/xsp-series-1


3ME


.5

.1 .2

2

1

45˚

80'80'

20'

20'

40'

6.1

0m

6.1

12.2

40'60' 20' 0' 20' 40' 60'

12.218.3 6.1 0m 6.1 12.2 18.3

80'

24.4 24.4

24.4

0'

40' 12.230.5 30.5

100' 100'

18.360'


CURB LINE

4ME


0m6.1 18.312.2

30.5

18.3

18.3

24.4

24.4

0m0'

6.120'

6.120'

60'

80'

100'

12.240'

12.240'

60'

40'

18.3

60' 20'

12.2

40'

6.1

20'0' 60'

24.4

80'

24.4

80'


80'

100'30.5 30.5

30.5

100'100'

.1

.2

45˚

.5

1

2

CURB LINE

CESTL Test Report #: PL04094-001BXSP-C-**-3ME-F-30K-UL w/XA-SP2BLSInitial Delivered Lumens: 9,009

1644

3289

4933

6577150˚

120˚ 120˚

60˚

90˚ 90˚

60˚

30˚

150˚



.5.1

.22

1

45˚

80'80'

20'

20'

40'

6.1

0m

6.1

12.2

40'60' 20' 0' 20' 40' 60'

12.218.3 6.1 0m 6.1 12.2 18.3

80'

24.4 24.4

24.4

0'

40' 12.230.5 30.5

100' 100'

18.360'


CURB LINE

CESTL Test Report #: PL04092-001BXSP-C-**-4ME-E-30K-UL w/XA-SP1BLSInitial Delivered Lumens: 5,530

1364

2728

4092

5456150˚

120˚ 120˚

60˚

90˚ 90˚

60˚

30˚

150˚



0m6.1 18.312.218.3

18.3

0m0'

6.120'

6.120'

60'

24.480'

12.240'

12.240'

60'

40'

18.3

60' 20'

12.2

40'

6.1

20'0' 60'

24.4

80'

24.4

80'

.2.1


45˚

1

.5

30.5100'

CURB LINE

2

CESTL Test Report #: PL04093-001BXSP-C-**-3ME-F-30K-ULInitial Delivered Lumens: 10,671

1676

3352

5029

6705150˚

120˚ 120˚

60˚

90˚ 90˚

60˚

30˚

150˚



Type III Medium w/BLS Distribution


3000K 4000K 5700K




BUGRatings**

Per TM-15-11



F 9,176 B2 U0 G2 11,195 B2 U0 G2 11,746 B2 U0 G2


Type III Medium Distribution


3000K 4000K 5700K







F 11,011 B2 U0 G2 13,434 B3 U0 G2 14,095 B3 U0 G2

CESTL Test Report #: PL04091-001BXSP-C-**-4ME-E-30K-ULInitial Delivered Lumens: 6,923

1390

2780

4171

5561150˚

120˚ 120˚

60˚

90˚ 90˚

60˚

30˚

150˚



Type IV Medium w/BLS Distribution


3000K 4000K 5700K




BUGRatings**

Per TM-15-11



F 8,687 B1 U0 G2 10,598 B2 U0 G2 11,119 B2 U0 G2


Type IV Medium Distribution


3000K 4000K 5700K







F 11,134 B2 U0 G2 13,583 B3 U0 G3 14,251 B3 U0 G3

T (800) 236-6800 F (262) 504-5415US: lighting.cree.com/lighting

© 2016 Cree, Inc. and/or one of its subsidiaries. All rights reserved. For informational purposes only. Content is subject to change. Patent www.cree.com/patents. Cree®, NanoOptic®, and Colorfast DeltaGuard® are registered trademarks, and the Cree logo, Precision Delivery Grid™ and XSP2™ are trademarks of Cree, Inc. The UL logo is a registered trademark of UL LLC. NEMA® is a registered trademark of the National Electrical Manufacturers Association. The DLC QPL logo is a registered trademark of Northeast Energy Efficiency Partnerships, Inc.

T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada


Luminaire EPA

Horizontal Tenon Mount – Weight: 24 lbs. (11kg)

Single 2 @ 90˚ 2 @ 180˚ 3 @ 90˚ 4 @ 90˚

Tenon Configuration If used with Cree tenons, please add tenon EPA with luminaire EPA

PD-1H4; PT-1H PD-2H4(90); PT-2H(90) PD-2H4(180); PT-2H(180) PD-3H4(90); PT-3H(90) PD-4H4(90); PT-4H(90)

0.69 1.14 1.38 1.83 2.28

Tenons and Brackets‡ (must specify color)

Square Internal Mount Horizontal Tenons (Aluminum)- Mounts to 4" (102mm) square aluminum or steel polesPD-1H4 – Single PD-3H4(90) – 90˚ TriplePD-2H4(90) – 90˚ Twin PD-4H4(90) – 90˚ QuadPD-2H4(180) – 180˚ Twin

Wall Mount Brackets- Mounts to wall or roofWM-2L – Extended Horizontal

Round External Mount Horizontal Tenons (Aluminum)- Mounts to 2.375"-3" (60-76mm) O.D. round aluminum or steel poles or tenons- Mounts to 3" (76mm), 5" (127mm), or 6" (152mm) square pole with PB-1A* tenonPT-1H – Single PT-3H(90) – 90˚ TriplePT-2H(90) – 90˚ Twin PT-4H(90) – 90˚ QuadPT-2H(180) – 180˚ Twin

Direct Arm Pole Adaptor Bracket - Mounts to 3-6" (76-152mm) round or square aluminum or steel polesXA-TMDA8

Tenon EPA

Part Number EPA

PD Series Tenons 0.09

PT Series Tenons 0.10

WM-2L 0.13

XA-TMDA8 0.19

‡ Refer to the Bracket and Tenons spec sheet for more details* Specify pole size: 3 (3"), 5 (5"), or 6 (6") for single, double or triple luminaire orientation or 5 (5") or 6 (6") for quad luminaire orientation

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