N E

W

B

U

R

Y

P

A

R

K

H

I G

H

S

C

H

O

O

L

XX

XX

XX

XX

XX

XX

XX

XX

X

X

XX

XX

X

X

X

X

X

X

X

X

XX

XX

XX

X

XXXXXXX

XX

XX

XXX

XXXXX

XXXXXXXXXX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

XX

XX

XX

XX

XX

X

CO

NC

XX

X

XX

X

659.7

0

112

X

XX

X

X

X

X

X

660

655

655

6

5

5

660

655

655

GN

V

N E

W

B

U

R

Y

P

A

R

K

H

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H

S

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H

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O

L

XXXXXXXXXXXXXXXXX

XX

XX

XX

XX

XX

XX

XX

XX

X

XXX

XX

X

NO PARKING

XX

XX

X

X

XXXX

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SDSDSDSD

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

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X

GAS

SS SS

UEL UEL UEL

T

V

T

V

T

V

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

C.O

.

C.O

.

SS

X

UEL

UE

LU

EL

UE

LU

EL

UE

LU

EL

UE

LU

EL

UE

LU

EL

UE

LU

EL

UE

LU

EL

UE

L

UEL

UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL UEL

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

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

EC1

1"

6.5

S-BUB

EC5

1-1/2"

28

ROTOR

A1

1"

22

ROTOR

A2

1-1/2"

33

ROTOR

EC9

1-1/2"

34

ROTOR

EC8

1-1/2"

34

ROTOR

EC3

1-1/2"

34

ROTOR

EC4

1-1/2"

28

ROTOR

POCMV PR FS

A

E

RS

1-1/4"

1-1/4"

1"

1-1/2"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1-1/4"

1-1/4"

1-1/4"

1-1/4"

1-1/4"

1-1/4"

1-1/4"

1-1/4" 1-1/4"1"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

1-1/2"

EC6

1-1/2"

34

ROTOR

2"

2"

2"

2"

2"

2-1/2"

2-1/2"

1-1/4"

1-1/2"

1-1/2"

2"

2"

EC7

1-1/2"

28

ROTOR

1-1/2"

1"

1-1/4"

1-1/2"

1-1/2"

2"

2-1/2"

2-1/2"

2-1/2"

2-1/2"

2-1/2"

2-1/2"

2-1/2"

2-1/2"

2-1/2"

2-1/2"2-1/2"

2-1/2"

2-1/2"

2-1/2"

2-1/2"

3/4"

3/4"

3/4"

3/4"

1"

1"

1"

1-1/4"

1-1/4"

1-1/4"

1-1/4"1-1/4"

2"

1"

3/4"

3/4"

3/4"

1"

INSTALL 2" CONDUIT FOR

IRRIGATION CONTROL WIRES

FROM EXISTING CONTROLLER

AT MAIN HVAC PLANT TO ALL

REMOTE CONTROL VALVES.

SEE NOTES AND KEY MAP.

EC11

1-1/2"

34

ROTOR

EC10

1-1/2"

34

ROTOR

1"

1-1/4"

1"

EC2

1-1/2"

28

ROTOR

2"

2"

1"1-1/4"

1-1/2"

2"

1"

1"

1"

1"

1"

1"

1-1/4"

1-1/4"

1-1/4"

1-1/2"

1-1/2"

EC12

1-1/2"

34

ROTOR

EC13

1-1/2"

34

ROTOR

1-1/2"

2-1/2"

2-1/2"

2-1/2"

1"

1-1/4"

A

E

IRRIGATION MATERIALS LEGEND

PRODUCT DETAIL MANUF. MODEL

CONTROLLER A HUNTER ICC2 MODULAR "SMART" CONTROLLER MODEL 12C-800-M

WITH MODEL ROAM-KIT HANDHELD WIRELESS REMOTE

SYSTEM. ADD ICM STATION MODULES TO PROVIDE

REQUIRED STATION QUANTITY, AS NEEDED. WALL MOUNT

PER MANUFACTURER'S SPECIFICATIONS.

EXISTING CONTROLLER EXISTING CONTROLLER LOCATED AT MAIN HVAC PLANT;

REFER TO "KEY PLAN," SHEET L1.00. VERIFY LOCATION,

MODEL & NUMBER OF AVAILABLE STATIONS IN FIELD AND

COORDINATE WITH DISTRICT PLANNING & FACILITIES

SUPERVISOR.

RAIN SENSOR B RAIN BIRD MODEL RSD-BEx. MOUNT ROOF EVE, AWAY FROM TREE

CANOPIES, AND WIRE TO CONTROLLER.

N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN IF NEEDED, VERIFY ACTUAL

LOCATION IN FIELD

BACKFLOW F WILKINS MODEL 975XLS, 1" REDUCED PRESSURE BACKFLOW

PREVENTER PREVENTION DEVICE WITH 1" WYE STRAINER

MANUAL SHUT-OFF G NIBCO 580 SERIES SCH. 80 PVC TRU-UNION BALL VALVE WITH

VALVE SOLVENT WELD CONNECTIONS, LINE SIZE, USE ON 2-1/2"

AND SMALLER MAINLINE. LOCATE WITHIN 3' OF

POINT-OF-CONNECTION TO HOUSE WATER SERVICE.

ELEC.CONTROL D,L RAIN BIRD MODEL EFB-CP-PRS-D PRESSURE REGULATED BRASS

VALVE REMOTE CONTROL VALVE, SIZE PER PLAN.

VALVE ID TAG L T. CHRISTY YELLOW ALPHA-NUMERIC TAG TO SHOW VALVE SEQUENCE,

MODEL #ID-STD-Y1, HIGH DURABILITY POLYURETHANE WITH

HOT-STAMPED BLACK LETTERING. ATTACH TO SOLENOID

PIGTAIL WIRE OR TO VALVE WITH NON-FERROUS WIRE.

QUICK-COUPLING M RAIN BIRD 5 LRC 1" LOCKING QUICK COUPLER VALVE, INSTALL

VALVE VALVE BOX PER DETAIL.

P.O.C. E EXISTING POTABLE WATER METER, VERIFY SIZE, LOCATION, AND STATIC

WATER PRESSURE IN FIELD. REFER TO POINT-OF-CONNECTION (P.O.C.)

DETAIL.

MAIN LINE D,N PVC PIPE 1-1/4" TO 3" CL. 315 SOLVENT WELD MAINLINE, 18" BELOW GRADE,

SIZE PER PLAN.

LATERAL LINE N PVC PIPE 3/4" - 3" CL. 200 LATERAL LINES, 12" BELOW GRADE.

SLEEVING O PVC SCH 40 PIPE AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE

BUNDLE CARRIED. CONTRACTOR TO PROVIDE SLEEVES TO ALL LATERAL

LINES AND MAINLINE CROSSING DOMESTIC LINES AND APPURTENANCES,

AND UNDER HARDSCAPE, PAVING, ETC. PER DETAIL.

RS

RP

POC

NO SYMBOL

EC

CONTROL WIRE N,O,Q IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED.)

WIRE P 3M DIRECT BURIAL WATER-PROOF WIRE CONNECTORS

CONNECTORS (U.L. APPROVED.)

NO SYMBOL

NO SYMBOL

FULL HALF QTR VAN

POP-UP HEADS - LAWN AREAS

POP-UP ROTOR S RAIN BIRD MODEL 8005-SS-06 FULL & PART CIRCLE ROTOR WITH 06

NOZZLE.

PRESSURE = 50 PSI, RADIUS = 45 FEET, FLOW = 5.6 GPM

POP-UP ROTOR S RAIN BIRD MODEL 5004-PC-SAM-20 "5000 SERIES" PART CIRCLE (PC)

WITH 2.0 NOZZLE.

PRESSURE = 50 PSI, RADIUS = 25 FEET, FLOW = 2.3 GPM

POP-UP SPRAY T RAIN BIRD MODEL 1804-SAM WITH MPR SERIES NOZZLE.

CONTRACTOR TO INSTALL APPROPRIATE RAINBIRD MPR

SERIES NOZZLE AT EACH POP-UP HEAD FOR AREA TO BE

COVERED, I.E. 15 FOOT AREA USE 15 NOZZLE; 12 FOOT AREA

USE 12 NOZZLE; 10 FOOT AREA USE 10 NOZZLE, ETC.

CONTRACTOR TO INSTALL RAINBIRD PCS SCREENS ON ALL

RAINBIRD 1800 SERIES NOZZLES TO REDUCE OVERSPRAY,

AS NEEDED.

POP-UP HEADS - SHRUB AREAS

POP-UP BUBBLER T RAIN BIRD 6" POP-UP BUBBLER, MODEL 1806-SAM WITH 1402

FULL-CIRCLE BUBBLER (0.5 GPM).

VALVE TYPE

VALVE NUMBER

VALVE SIZE

SYSTEM CALLOUT

EMITTER SCHEDULE

1 PER 1 GALLON SHRUB / GROUNDCOVER (2 GPH)

2 PER 5 GALLON SHRUB / GROUNDCOVER (4 GPH)

3 PER 15 GALLON SHRUB (6 GPH)

7 PER 15 GALLON TREE (14 GPH)

8 PER 24” BOX TREE (16 GPH)

12 PER 36” BOX TREE (24 GPH)

G.P.M.XX

XX

XX

XX

GPM

GPM

GPM

GPM

6 TO 12

0 TO 6

12 TO 20

20 TO 27

NOTE:

3/4" CL 315 PVC PIPE

1" CL 315 PVC PIPE

1-1/2" CL 315 PVC PIPE

1-1/4" CL 315 PVC PIPE

SIZE EXCEED DESIGNATED GPM RANGE.

PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE

CONTRACTOR SHALL SIZE ALL MAIN LINES PER

GPM27 TO 40 2" CL 315 PVC PIPE

OR VELOCITIES OVER 5 FEET PER SECOND

NOTE:

LOCATE MAINLINE IN PLANTER AREA OR WITHIN 18"

OF BACK OF WALK.

GPM

GPM

GPM

GPM

8 TO 12

0 TO 8

12 TO 22

22 TO 30

NOTE:

3/4" CLASS 200 PVC PIPE

1" CLASS 200 PVC PIPE

1-1/2" CLASS 200 PVC PIPE

1-1/4" CLASS 200 PVC PIPE

LATERAL PIPE SIZING CHART

SIZE EXCEED DESIGNATED GPM RANGE.

PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE

CONTRACTOR SHALL SIZE ALL LATERAL LINES PER

GPM30 TO 50 2" CLASS 200 PVC PIPE

OR VELOCITIES OVER 5 FEET PER SECOND

GPM40 TO 65 2-1/2" CL 315 PVC PIPE

PRODUCT DETAIL MANUF. MODEL

Date:

Project:

Revisions:

fax (805) 928-3730

2353 South Broadway, Santa Maria, CA 93454

phone (805) 928-8008

185846.5.20

-- --

456 Reino Road

Newbury Park, CA

Softball/Volleyball

and Restooms

DSA # 03-120060

DSA # 03-120060

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Signature

Renewal Date

Date

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SAN LUIS OBISPO CA 93401

979 OSOS STREET, SUITE B6

(805) 439-3209

Jim Burrows

Landscape Architecture

12/31/2021

06/05/2020

LI

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JBLA PLANCONTROL PLAN SET 'H' ISSUED:

06/05/2020JBLA JOB#

18-125

Newbury Park H.S.

L1.00

IRRIGATION PLAN

NORTH0

SCALE: 1"=20'-0"

40 60 8020

POINT-OF-CONNECTION TO EXISTING 3" POTABLE

WATER LINE AND BACKFLOW PREVENTER; SEE

REFERENCE PLAN ABOVE. CONTRACTOR TO VERIFY

PIPE LOCATION, MATERIAL & CONDITION IN THE FIELD

PRIOR TO START OF WORK.

POINT-OF-CONNECTION REFERENCE PLAN

NOT TO SCALE

IRRIGATION NOTES

1. RUN 2" CONDUIT FROM VALVES A1, A2 AND A3 TO END OF MAINLINE AT SERVICE ROAD. PROVIDE PULL WIRE FOR FUTURE

WIRES.

2. ALL IRRIGATION WIRES ARE TO BE IN 2" CONDUIT WITH A SWEEP INTO VALVE BOX.

3. EXISTING VALVES THAT WILL BE ELIMINATED TO BE CAPPED USING SCHEDULE 80 RISER.

GENERAL IRRIGATION NOTES

1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS

WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE

CARRIED OUT BY THE CONTRACTOR.

2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE

COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE

APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED

TO THE OWNER'S REPRESENTATIVE.

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

4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN

BEFORE BEGINNING WORK.

5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE

INSTALLED WITHIN PLANTING AREAS.

6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE

FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY

SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR

THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE

OWNER.

7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO

COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION.

8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE

OWNER'S AUTHORIZED REPRESENTATIVE.

9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST

REMOTE CONTROL VALVE ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS.

10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND

FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL

WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES

TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING.

11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL REMOTE

CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES

WITHIN 18" OF HARDSCAPE.

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

ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT

LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING

SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES

WITH ADJUSTABLE ARC UNITS.

13. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED

EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS.

EC

NOTE:

ANY MATERIAL USED BELOW DESIGN FLOOD ELEVATION (DFE) SHALL

COMPLY WITH ASCE 24-14, CHAPTER 5, INCLUDING EQUIPMENT UNITS.

PR

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VALVE BOX

CONTROL

TEE FITTING INSTALLED BY PLUMBER

IRRIGATION SYSTEM

PRESSURE SUPPLY LINE TO

PRESSURE SUPPLY LINE TO HOUSE

IRRIGATION MAINLINE,

E POINT-OF-CONNECTION (P.O.C.)

SEE SPECS.

SCH. 80 PVC NIPPLE TYP.

SCH. 80 PVC UNION

FROM METER

PRESSURE SUPPLY LINE

PVC MALE ADAPTER TYP.

PRESSURE REGULATOR (IF REQUIRED)

CONTRACTOR SHALL PROVIDE PRESSURE

REGULATOR ONLY IF STATIC PRESSURE EXCEEDS 85 PSI

VALVE

MASTER

J OPEN

BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE

COVER, USE STAINLESS BOLT, NUT, AND WASHER.

PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN

EDGE. HEAT BRAND "BV" ONTO LID.

INSTALL VALVE BOX EXTENSIONS AS REQ. TO ACHIEVE PROPER VALVE AND PIPE DEPTH

BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE, INSTALL

VALVE AND BOX PARALLEL TO HARDSCAPE EDGE, INSTALL BOX OFF-CENTER OF VALVE.

FINISHED GRADE IN TURF AREAS

BRASS BALL VALVE, SEE LEGEND FOR SPECIFICATION

NOTE:

2"

FLOW

4"

UP AND OVER BOX HOLES

BALL VALVE

VALVE BOX

PVC MAINLINE PIPE

SCH. 80 PVC NIPPLE

3/4" ROCK, 3 CUBIC FT.

LANDSCAPE FABRIC, WRAP

4 REQ PER BOX

BALL VALVE USING TWO

FINISHED GRADE

TRANSITION UP AND DOWN

IN SHRUB AREAS

BRICK SUPPORTS

2"

SECTION VIEW - N.T.S.

SCH. 80 PVC UNION

SCH. 80 PVC T.O.E. NIPPLE

LENGTH AS REQ., TYPICAL

SCH. 80 PVC 45 DEGREE

TO MAINLINE DEPTH FOR

PLAN VIEW - N.T.S.

1/2"

PVC MAINLINE PIPE, SEE

SPECIFICATIONS, TYPICAL

ELLS, BOTH SIDES OF

BALL VALVE

WRAP LANDSCAPE FABRIC AROUND SIDES AND BOTTON OF BOX TO COVER ALL OPENINGS.

ID TAG, NON-POTABLE

(POTABLE SYSTEMS - GREEN VALVE BOX LIDS / RECYCLED SYSTEMS - PURPLE VALVE BOX LIDS)

3. SAND (TYPICAL)

4. NON-PRESSURE LATERAL LINE / SLEEVE (SIZE PER CHART)

6. PRESSURE SUPPLY LINE / SLEEVE (SIZE PER CHART)

ENDS.

SPECIFICATIONS. EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH

ALL SLEEVES TO BE SCH 40 PVC. SIZE ALL SLEEVES PER IRRIGATION LEGEND &

5. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE (SIZE PER CHART)

NOTES:

1. HARDSCAPE (TYPICAL)

24" M

IN

. O

R P

ER

S

PE

CS

1

2. CLEAN BACKFILL - 90% COMPACTION REQUIRED - SEE SPECS

2"

12"

6"

5

6

3

4

2

H OPEN

MAINLINE (WHERE APPLICABLE). INSTALL 1'x1'x1' THRUST AT ALL

THE CITY. 36" MIN. COVER IS REQUIRED FOR RECLAIMED WATER

SPLICING OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED BY

CONTROL WIRES AT ALL 90 DEGREE CHANGES IN DIRECTION.

BUNDLE AND TAPE WIRES AT 12' O.C. PIGTAIL AND LOOP

6. PROVIDE 2" OF CLEAN SAND BELOW PRESSURE MAINLINE

1. FINISH GRADE

3. NON-PRESSURE LATERAL LINE PER LEGEND

18" M

IN

. - S

EE

S

PE

CS

5

6

G MANUAL SHUT-OFF VALVE

CHANGES IN DIRECTION OF PRESSURE MAINLINE AND AT ALL

5. CONTROL WIRES - INSTALL BELOW PRESSURE SUPPLY LINE

2. CLEAN BACKFILL - 90% COMPACTION REQUIRED - SEE SPECS

4. PRESSURE SUPPLY LINE PER LEGEND

TERMINAL POINTS OF MAINLINE.

NOTES:

12"

6"

4

3

2

1

N PIPE INSTALLATION M QUICK COUPLING VALVE L ELECTRIC CONTROL VALVE (BUBBLER) K OPEN

FINISHED GRADE IN TURF AREAS

SEAL CONDUIT ENDS WITH AQUASEAL

WATERPROOF ELECTRICAL CONNECTORS FOR

EDGE. HEAT BRAND "PB" ONTO LID.

COVER, USE STAINLESS BOLT, NUT, AND WASHER.

PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN

BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE

ALL CONTROL WIRE SPLICES SHALL BE INSTALLED INSIDE PULL BOXES.

ALL SPLICES SHALL BE MADE IN ACCORDANCE WITH STANDARD PLAN NO. 516.

NOTE:

BRICK SUPPORTS

LANDSCAPE FABRIC, WRAP

3/4" ROCK, 3 CUBIC FT

UP AND OVER BOX HOLES

4 REQUIRED PER BOX

SCH. 40 ELECTRICAL

IN SHRUB AREAS

LOW VOLTAGE CONTROL

FINISHED GRADE

WIRE COIL, 24" MINIMUM

2"

1/2"

UNDISTURBED SOIL

SECTION VIEW - N.T.S.

CONDUIT, WHERE REQ.,

SEE SPECIFICATIONS

OPEN END OF CONDUITS

AQUA SEAL / VAPOR LOCK

ALL WIRE SPLICES, SEE DETAIL SID038

WRAP LANDSCAPE FABRIC AROUND SIDES AND BOTTOM OF BOX TO COVER ALL OPENINGS.

(POTABLE SYSTEMS - GREEN VALVE BOX LIDS / RECYCLED SYSTEMS - PURPLE VALVE BOX LIDS)

P WIRE CONNECTOR

3" MAX.

LANDSCAPE FABRIC

3/4" ROCK, 1 CUBIC FT.

#4 x 36" REBAR STAKES,

PVC MAINLINE PIPE AND

2 REQUIRED

COVER, USE STAINLESS BOLT NUT AND WASHER.

PLASTIC ROUND VALVE BOX WITH BOLT DOWN

IN SHRUB AREAS

FINISHED GRADE

QUICK COUPLER KEY WITH 3/4" BRASS HOSE

SWIVEL, INSTALL QCV SO THAT KEY WILL CLEAR

HEAT BRAND "QCV" ONTO LID.

2"

1/2"

THE TOP OF BOX DURING OPERATION

NATIVE SOIL

UNDISTURBED OR

SCH. 80 SLIP TEE, WITH

A SCH. 80 PVC T.O.E. NIPPLE,

1" x 12" MIN. LENGTH, AND A

1" BRASS THREADED ELL

SECTION VIEW - N.T.S.

NOTE:

USE A NON-HARDENING

TEFLON PIPE SEALANT ON

ALL THREADED

CONNECTIONS.

QUICK COUPLER KEY

MUST CLEAR VALVE BOX.

WRAP LANDSCAPE FABRIC

AROUND SIDES AND

BOTTON OF BOX TO

COVER ALL OPENINGS.

QCV SWING JOINT, W/ TWO

BRASS STREET ELLS, ONE BRASS

THD. ELL, ONE 12" LONG BRASS

THD. NIPPLE, AND ONE BRASS

THD. NIPPLE, LENGTH AS REQ.

ALL SWING JOINT COMPONENTS

SHALL BE 1" SIZE.

STAINLESS STEEL CLAMP

2 REQUIRED, SEE SPECS

BRICK SUPPORTS

3 REQ. PER BOX

QUICK COUPLER VALVE

SEE SPECIFICATIONS

FINISHED GRADE IN

TURF AREAS

D MAINLINE & VALVE LAYOUT C OPEN B RAIN SENSOR (WIRED) A CONTROLLER

I OPEN

Q CONTROL WIRE PULL BOX

F BACKFLOW PREVENTER

2"

2" MIN.

IN SHRUB AREAS

FINISHED GRADE

MIN.

2"

FINISH GRADE IN TURF AREAS

HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID.

AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL

PURPLE PLASTIC RECTANGULAR VALVE BOX WITH T-COVER

BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE.

24" WIRE LOOPS AND

SCH. 80 PVC SLIP

SCH. 40 PVC PIPE OR

TAPE WIRES TO PIPE

SCH. 80 PVC SLIP TEE

3M DBY-6 WATERPROOF

SCH. 80 T.O.E. NIPPLE

OR LEEMCO DUCTILE

90 DEGREE ELL

WITH D.I. SERVICE TEE

IRON BBT SERVICE TEE

FOR USE ON BELL AND

GASKET MAINLINE PIPE

WIRE CONNECTORS

LANDSCAPE FABRIC TO

FOR PIPE, DO

3/4" CRUSHED GRAVEL,

4" MINIMUM DEPTH

COVER BOTTOM AND ALL

SIDES OF VALVE BOX

BRICK SUPPORTS,

4 REQUIRED

LASCO #896 PVC UNION

SLIP X MIPT, SIZE PER RCV,

ELECTRIC REMOTE CONTROL

VALVE, SEE LEGEND FOR TYPE

2 REQUIRED FOR ASSEMBLY

SIZE PER PLANS,

TYPE PER

P

C

PVC PIPE,

USE STANDARD

BOX OPENINGS

NOT CUT BOX

LEGEND

SPARE CONTROL WIRE, LOOP

48" LENGTH INTO EACH RCV BOX

SECTION VIEW - N.T.S.

ID TAG, NON-POTABLE

(POTABLE SYSTEMS - GREEN VALVE BOX LIDS / RECYCLED SYSTEMS - PURPLE VALVE BOX LIDS)

O SLEEVE INSTALLATION

HEIGHT AND NOZZLE REQUIRED

SECTION VIEW - N.T.S.

DO NOT INSTALL USING SIDE INLET

AND GROUND COVERS AREAS

ABOVE FINISHED GRADE IN SHRUB

INSTALL POP-UP BUBBLER HEAD 1/2"

UNDISTURBED SOIL

LATERAL LINE, SEE SPECIFICATIONS

FOR TYPE AND DEPTH REQUIRED

LATERAL x SPRINKLER INLET SIZE

SCH 40 PVC SxSxT TEE FITTING

SIZE AS PER SPRINKLER INLET

LAY LENGTH TO BE 6" MINIMUM

SEE LEGEND FOR BRAND, MODEL, POP-UP

POP-UP BUBBLER HEAD / BODY,

PRE-ASSEMBLED TRIPLE SWING JOINT,

HUNTER SJ SERIES (OR APPROVED EQUAL)

INSTALL TWO (2) BUBBLERS PER TREE. INSTALL SPRINKLER HEADS PLUMB.

NOTE:

1/2"

R OPEN

4

3

1

2

6

5

3

1. EAVE OF BUILDING.

2. RAIN SENSOR: RAINBIRD RSD-BEx.

3. WIRE TO IRRIGATION CONTROLLER.

4. PLASTIC TIE DOWN STRAP.

5. MOUNTING BRACKET

6. 3/4" PVC CONDUIT.

KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A

ONCE CONNECTOR IS INSERTED

SCOTCHLOK ELECTRICAL SPRING

WATERPROOF GEL

POLY TUBE PRE-FILLED WITH

IS INSERTED INTO TUBE

WIRES PASS THROUGH GROOVES IN

TUBE LID TO ALLOW LID TO CLOSE

CLOSE TUBE LID AFTER WIRE

LOW VOLTAGE WIRES, 3 MAXIMUM

WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL.

DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14 OR 2 #12 PRE-STRIPPED COPPER

WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES REQUIRE A LARGER APPROVED WIRE CONNECTION.

WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT.NOTE:

INSERTED INTO TUBE UNTIL THE

SCOTCHLOK CONNECTOR AND WIRES

CONNECTOR PASSES LOCK TABS

CONNECTOR. WIRES SHALL BE

PRE-STRIPPED OF 1/2" OF THE

INSULATION PRIOR TO INSERTION

CONNECTOR ONTO WIRES TO

INTO THE CONNECTION. TWIST

SEAT FIRMLY.

9.

4" THICKNESS MINIMUM

CONCRETE PAD

FLO

W

12" M

IN

.

ADAPT AS REQUIRED

(TO SPRINKLERS)

8. TO POINT OF CONNECTION -

7. SCH. 80 PVC MALE ADAPTER

8

9

NOTE:

6.

3.

5.

4.

2.

1.

PREVENTER UNIT

BRASS UNION

BRASS 90 ELL (TYPICAL)

BRONZE STRAINER W/

CLEAN-OUT VALVE

FINISH GRADE

MAINTAIN MIN. 12"

CLEARANCE ON ALL SIDES

FROM BUILDINGS, WALLS,

ETC.

STRONGBOX BACKFLOW COVER.10.

10

1

2

3

4

5

RED BRASS NIPPLE

(SIZE AS REQUIRED)

FLO

W

5

6

7

COLD ROLLED STEEL COVER

MODEL #SBBC-30CR

CONNECT ENCLOSURE TO BASE WITH "RED HEAD"

ADHESIVE ANCHORING SYSTEM (ESR-3951) PER

MANUFACTURER'S RECOMMENDATION. COMPRESSIVE &

STEEL STRENGTH PER STRUCTURAL ENGINEER (SEOR).

NOTIFY SEOR IF ANY POST-INSTALLED ANCHORS ARE

SPECIFIED FOR REQUIRED TEST OR INSPECTION.

PER STRUCTURAL DRAWINGS

#3 REBAR @ 18" O.C., EACH WAY 11.

AT PAVEMENT MID-DEPTH

11

T POP-UP SPRAY HEAD

POTABLE SYSTEMS - GREEN VALVE BOX LIDS

RECYCLED SYSTEMS - PURPLE VALVE BOX LIDS

1.

PEDESTAL RISER (OPTIONAL).

6.

7.

2.

3.

4.

5.

120-VOLT SERVICE IN CONDUIT.

1

4"

2

3

4

6

7

8

5

POURED CONCRETE BASE, 6" MIN.

THICKNESS EXTENDING 4" BEYOND

OUTSIDE DIMENSIONS OF ENCLOSURE WITH

1

2

% SLOPE FOR DRAINAGE, PER

STRUCTURAL DRAWINGS. CONNECT

ENCLOSURE TO BASE WITH "RED HEAD"

ADHESIVE ANCHORING SYSTEM (ESR-3951)

PER MANUFACTURER'S RECOMMENDATION.

COMPRESSIVE & STEEL STRENGTH PER

STRUCTURAL ENGINEER (SEOR). NOTIFY

SEOR IF ANY POST-INSTALLED ANCHORS

ARE SPECIFIED FOR REQUIRED TEST OR

INSPECTION.

PVC CONDUIT OUT TO

CONTROL VALVES

CONTROLLER SUBASSEMBLY (CSA)

INCLUDES GFI, SWITCH, TERMINAL

STRIPS WITH PLACARDS

CONTROLLER ENCLOSURE,

FRONT ENTRY, PER IRRIGATION

MATERIAL LEGEND

AUTOMATIC CONTROLLER. PER

IRRIGATION MATERIAL LEGEND

9

8. FINISH GRADE

9. #3 REBAR @ 18" O.C., EACH WAY

AT PAVEMENT MID-DEPTH

S POP-UP ROTOR HEAD

FLOW

Date:

Project:

Revisions:

fax (805) 928-3730

2353 South Broadway, Santa Maria, CA 93454

phone (805) 928-8008

185846.5.20

-- --

456 Reino Road

Newbury Park, CA

Softball/Volleyball

and Restooms

DSA # 03-120060

DSA # 03-120060

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SAN LUIS OBISPO CA 93401

979 OSOS STREET, SUITE B6

(805) 439-3209

Jim Burrows

Landscape Architecture

12/31/2021

06/05/2020

LI

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* C-20767

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JBLA PLANCONTROL PLAN SET 'H' ISSUED:

06/05/2020JBLA JOB#

18-125

Newbury Park H.S.

L2.00

IRRIGATION DETAILS

CURB, SIDEWALK, ETC.

FINISH GRADE

OF HEAD 1/2" ABOVE GRADE.

IRRIGATION LEGEND. SET TOP

POP-UP ROTOR HEAD PER

SCH. 80 PVC TxT ELL

PVC TxT MARLEX STREET ELL

4.

5.

2.

3.

MIN. 10" LONG

LATERAL LINE PIPE AND

SCH. 80 PVC TxT MARLEX

SCH. 80 PVC SxSxT TEE

FITTING

9.

STREET ELL

7.

8.

1.

SCHEDULE 80 PVC NIPPLE.6.

9

8

6

7

4

5

3

1

2

SPECIFICATIONS. INSTALL MAINLINE PIPE

PVC IRRIGATION MAINLINE PIPE, PER

18" OFF OF HARDSCAPE EDGE, EXCEPT

WHERE NECESSARY TO INSTALL VALVE

MANIFOLD OR QCV; OR TO AVOID ANY

OBSTRUCTIONS ADJACENT TO HARDSCAPE

REMOTE CONTROL VALVE

PVC SUBMAIN PIPE, SIZE PER THE

LARGEST CONTROL VALVE IN MANIFOLD

BALL VALVE FOR RCV MANIFOLD ISOLATION

PVC IRRIGATION MAINLINE INSTALLED 3 FT

FROM HARDSCAPE EDGE FOR VALVE MANIFOLD

QUICK COUPLER VALVE AND SWING JOINT

SCH. 80 PVC 45 ELL FITTING, SIZE PER

MAINLINE, TYPICAL

HARDSCAPE EDGE (IE. SIDEWALK, ROADWAY,

MAINTAIN 18" SET BACK FOR MAINLINE

PEDESTAL OR OTHER AS MAY BE FOUND

OBSTRUCTION SUCH AS LIGHT POLE, POWER

ON THE SITE, ROUTE MAINLINE AROUND

SUCH OBSTRUCTIONS

FROM HARDSCAPE EDGE EXCEPT AS NOTED

18"

CURB OR OTHER PAVING MATERIAL)

LA

ND

SC

AP

E A

RE

A, S

EE

P

LA

NS

NOTE:

ANY MATERIAL USED BELOW DESIGN FLOOD ELEVATION (DFE) SHALL

COMPLY WITH ASCE 24-14, CHAPTER 5, INCLUDING EQUIPMENT UNITS.

N E

W

B

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R

Y

P

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R

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H

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H

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XXX

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(

6

5

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)

(

6

5

8

)

(

6

5

8

)

(

6

5

7

)

(

6

5

7

)

(

6

5

7

)

(657)

(656)

(655)

(

6

5

9

)

(

6

6

0

)

656

657

TURF

TURF

INFIELD MIX; SEE

SPECIFICATIONS

TURF

TURF

TURF

TURF

LT

LT

INFIELD MIX; SEE

SPECIFICATIONS

TURF

(FUTURE

VOLLEYBALL

COURTS)

24” BOX LAGERSTROEMIA x ‘TUSCARORA’ / CRAPE MYRTLE (STD.) 2 L

PLANTING LEGEND

SYMBOL SIZE BOTANICAL / COMMON NAME QTY WUCOLS

TREES

5 GAL DIETES IRIDIOIDES / FORTNIGHT LILY 14 L

5 GAL PHORMIUM TENAX ‘MAORI MAIDEN’ / DWARF NEW ZEALAND FLAX 11 L

SYMBOL SIZE BOTANICAL / COMMON NAME QTY WUCOLS

SHRUBS/PERENNIALS

MULCH

MULCH ALL GROUND COVER AND PLANTER AREAS WITH 3” MINIMUM LAYER ‘WALK-ON’ BARK.

NOTE: PLANT LIST IS FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCY BETWEEN THE PLAN AND THE

SCHEDULE, THE PLAN SHALL PREVAIL.

LEGEND

VL = VERY LOW WATER USE

L = LOW WATER USE

M = MEDIUM WATER USE

H = HIGH WATER USE

G = GALLONS

B = BOX

STD. = STANDARD FORMS

L.B. = LOW BRANCHING FORM

DG = DECOMPOSED GRANITE

DRB = DEEP ROOT BARRIER, PER PLANTING DETAIL SHEET.

*WATER-USE EVALUATION OF PLANT MATERIALS

WATER USE OF PROPOSED PLANTS HAVE BEEN EVALUATED USING THE “WATER USE CLASSIFICATION OF

LANDSCAPE SPECIES” (WUCOLS IV, UNIVERSITY OF CALIFORNIA COOPERATIVE EXTENSION.)

SYMBOL SIZE BOTANICAL / COMMON NAME QTY WUCOLS

GROUNDCOVERS

TURF PER SPECIFICATIONS __ H

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Date:

Project:

Revisions:

fax (805) 928-3730

2353 South Broadway, Santa Maria, CA 93454

phone (805) 928-8008

185846.5.20

-- --

456 Reino Road

Newbury Park, CA

Softball/Volleyball

and Restooms

DSA # 03-120060

DSA # 03-120060

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Date

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SAN LUIS OBISPO CA 93401

979 OSOS STREET, SUITE B6

(805) 439-3209

Jim Burrows

Landscape Architecture

12/31/2021

06/05/2020

LI

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* C-20767

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JBLA PLANCONTROL PLAN SET 'H' ISSUED:

06/05/2020JBLA JOB#

18-125

Newbury Park H.S.

L3.00

PLANTING PLAN

1. AT THE CONCLUSION OF ROUGH GRADING, A SOIL ANALYSIS REPORT SHALL BE

PREPARED PER SPECIFICATIONS. THE CONTRACTOR SHALL INCORPORATE ALL

SOILS REPORT RECOMMENDATIONS AND SHALL SUBMIT DOCUMENTATION TO

THE OWNER PER SPECIFICATIONS.

2. ALL CONTAINER GROWN PLANT MATERIALS MUST MEET STANDARD INDUSTRY

SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. IF THE CONTRACTOR

CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AND SPECIFIED SPECIES AT

THE TIME OF INSTALLATION, CONTACT LANDSCAPE ARCHITECT FOR APPROVAL

OF CONTAINER SIZE AND/OR SPECIES SUBSTITUTION. DOWNSIZING OR

SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF LANDSCAPE

ARCHITECT WILL NOT BE ACCEPTABLE.

3. TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD.

WHENEVER FEASIBLE, TREES SHOULD BE PLANTED A MINIMUM OF TEN (10) FEET

FROM ALL UNDERGROUND UTILITIES, STREETLIGHTS, HYDRANTS, AND OUT OF

DRAINAGE FLOW LINES. SHOULD THIS NOT BE POSSIBLE, CONTACT THE

LANDSCAPE ARCHITECT FOR DECISION ON PLACEMENT.

4. TREES SHALL NOT BE PLANTED CLOSER THAN FOUR (4) FEET FROM ANY

WALKWAY, CURB OR SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS ARE

PROVIDED IN THE RIGHT-OF-WAY. ALL TREES PLANTED WITHIN SIX (6) FEET OF

WALKWAY, CURB, SIDEWALK OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT

BARRIERS, PER DETAIL; DO NOT WRAP ROOT BALL.

5. GROUND COVER TYPE SHOWN SHALL BE PLANTED IN PLANTING AREAS AS

SPECIFIED ON PLANS. GROUNDCOVER SHALL BE PLANTED AT UNIFORM

TRIANGULAR SPACING, PER PLANT MATERIAL LEGEND, AND SHALL BE

CONTINUOUS UNDER TREE CANOPIES AS SHOWN ON PLAN.

3. CONTRACTOR TO CONTACT THE OWNER FOR A FINAL INSPECTION OF THE

LANDSCAPE ONCE ALL WORK IS COMPLETE, PRIOR TO BEGINNING OF THE

MAINTENANCE PERIOD, PER SPECIFICATIONS.

4. CONTRACTOR TO PROVIDE COPIES OF SOIL AMENDMENT DELIVERY TICKETS TO

THE OWNER AT THE FINAL INSPECTION, PRIOR TO BEGINNING OF THE

MAINTENANCE PERIOD, PER SPECIFICATIONS.

8. PLANT MATERIALS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT

LINES.

9. ALL TREES TO BE FULLY ROOTED BUT NOT ROOT-BOUND, WITH A MINIMUM

CALIPER SIZE OF 1.5", DISPLAYING GOOD BRANCH STRUCTURE, NOT DISEASED

AND IN GENERALLY HEALTHY CONDITION.

10. ALL PLANTING AREAS TO RECEIVE MULCH LAYER , PER LEGEND AND

SPECIFICATIONS

11. WHEN PLANTING IN ESTABLISHED PLANTING AREAS, CONTRACTOR SHALL TAKE

UTMOST CARE TO AVOID DAMAGE TO ANY EXISTING PLANTS OR TREES WHICH

ARE TO BE PRESERVED.

GENERAL PLANTING NOTES:

NORTH0

SCALE: 1"=20'-0"

40 60 8020

NOTE:

ANY MATERIAL USED BELOW DESIGN FLOOD ELEVATION (DFE) SHALL

COMPLY WITH ASCE 24-14, CHAPTER 5, INCLUDING EQUIPMENT UNITS.

PR

IN

TE

D: 0

6/0

5/2

0 - F

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1 SHRUB PLANTING

2 TREE GUYING

3 TREE STAKING

4 TREE PLANTING

5 ROOT CONTROL BARRIER

7

8 PLANT TABLET SCHEDULE & NOTES

LARGER SIZES: FOR EACH 1/2" CALIPER USE:

PLANTING TABLET SCHEDULE

CONTAINER RECEIVES

20"-24" BOX

42" BOX

60" BOX

48" BOX

36" BOX

30" BOX

7 GALLON

15 GALLON

10 GALLON

5 GALLON

3 GALLON

RECEIVES

RECEIVES

RECEIVES

RECEIVES

RECEIVES

RECEIVES

CONTAINER RECEIVES

CONTAINER RECEIVES

CONTAINER RECEIVES

CONTAINER RECEIVES

CONTAINER RECEIVES

1 GALLON

GRO-POWER PLANTING TABLETS FOR CONTAINER-GROWN PLANTS

14-16

20-22

22-24

32-36

16-18

18-20

8-10

10-12

12-15

3-6

6-9

2-3 TABLETS

TABLETS

TABLETS

TABLETS

TABLETS

TABLETS

TABLETS

TABLETS

TABLETS

TABLETS

TABLETS

TABLETS

TABLETS3-4

AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC

CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS.

FROM SUCH REPORT SHALL BE INCORPORATED BY THE

FURNISHED TO THE CONTRACTOR, AND ALL RECOMMENDATIONS

SOILS REPORT SHALL BE PREPARED BY THE OWNER AND

SOILS REPORT

SOD LAWN SHALL BE PER PLANT MATERIAL LIST.

SOD LAWN

SOIL MIXTURE AND ANY AMENDMENT ADDITIVES SHOULD

BE PROVIDED FOR BID PURPOSES ONLY.

SOIL MIXTURE

INCLUDE THE FOLLOWING:

SOIL ANALYSIS SUBMITTED TO THE OWNER SHOULD

SOILS ANALYSIS

-SOIL TEXTURE

-PERCENTAGE OF ORGANIC MATTER

-SOIL INFILTRATION RATE DETERMINED BY LABORATORY

TEST OR SOIL TEXTURE INFILTRATION RATE TABLE

-PH

ORGANIC TOP DRESSING

-TOTAL SOLUBLE SALTS

-SODIUM, AND

-RECOMMENDATIONS

ALL PLANTING BEDS TO RECEIVE A LAYER OF ORGANIC

TOP DRESSING PER SPECIFICATIONS.

NOT TO SCALE

SECTION VIEW

1

2

3

4

5

6

7

8

DE

PT

H O

F

RO

OT

BA

LL

2X ROOTBALL DIA.

9

LEGEND

1. (1) 8" 'ARBOR GUARD' FOR

EACH TREE IN TURF BY DEEP

ROOT CORP. (714) 898-0563.

2. TOP OF ROOT BALL TO BE 1"

ABOVE FINISH GRADE.

3. 3" HIGH WATER BASIN - SEE

SPECIFICATIONS

4. FINISH GRADE

5. BACKFILL MIX - SEE SOILS

REPORT.

6. PLANTING TABLET - SEE

SCHEDULE FOR QTY.

7. ROOTBALL

8. NATIVE SUBGRADE

9. 2" LAYER OF MULCH

9 GROUND COVER PLANTING

2x ROOTBALL DIA.

SECTION VIEW

NOT TO SCALE

LEGEND

1. 1, 5, OR 15 GALLON SHRUB

2. 3" LAYER OF MULCH

3. 3" WATER BASIN

4. FINISH GRADE

5. AMENDED SOIL FOR PLANTING

- SEE SOILS REPORT

6. PLANT PIT EXCAVATION

7. PLANTING TABLETS - SEE

SCHEDULE FOR QTY.

8. ROOTBALL

9. NATIVE SUBGRADE

3"

1

2

3

4

5

6

7

8

9

6

9

PLAN

FOR 36" BOX TREES

AND LARGER

6

4

1

FOR PLANTING, REFER TO TREE PLANTING DETAIL.

ONLY.

MAJOR TRUNKS

ATTACH GUYS TO

NOTE:

2'

2' M

IN

.

2'

2

3

5

78

1. (3) TREE COLLARS (SEE NOTE 4).

2. (3) WIRE ROPE CLAMPS (SEE

NOTE 4).

3. (3) 1/2" DIA. x 3' LONG PVC PIPE

SLEEVE, ONE PER GUY WIRE.

4. 'DUCKBILL' TREE SUPPORT KIT,

MODEL #40-DTS KIT, MANUF. BY

MPS CIVIL PRODUCTS (803)

628-4326 www.earthanchor.com

5. 1/16:" WIRE CABLE (SEE NOTE 4).

6. 'DUCKBILL' ANCHOR (SEE NOTE 4).

7. FINISH GRADE

8. ROOTBALL. REFER TO TREE

PLANTING DETAIL..

FOR TYPE AND DEPTH.

PREPARED BACKFILL. SEE SPECIFICATIONS

FINISH GRADE

MULCH DEPTH & MATERIAL PER SPECIFICATIONS

GROUND COVER: PLANT FROM CONTAINERS, FLATS1.

2.

3.

4.

4

3

2

1

D - AS NOTED ON PLANT MATERIAL LIST.

FROM EACH OTHER AS SHOWN.

NOTE: LOCATE PLANTS SPACED EQUAL DISTANCE (D)

EDGE OF PAVING, SIDEWALK, WALL, OR CURB

D

D

D

1/2 D

OR LINERS, PER PLANT MATERIALS LIST

1

2

3

4

6

7

8

9

10

FOR 24" BOX TREES OR SMALLER

WIND

PREVAILING

PLAN

5

1. 'CINCH-TIE' BY V.I.T. CO. (619)

673-1760

2. LODGEPOLE PINE STAKE COPPER

NAPHTHENATE IMPREGNATED.

2-1/2" DIA. x 12' LONG FOR 24" BOX

AND SMALLER.

3. 12" DIA. MINIMUM, 3" THICK MULCH

RING AROUND BASE AT TURF

AREAS

4. TOP OF ROOT BALL TO BE 1" ABOVE

FINISH GRADE

5. 3" HIGH WATER BASIN - SEE SPECS

6. FINISH GRADE

7. PLANTING TABLET - SEE SCHEDULE

FOR QTY.

8. BACKFILL MIX - SEE SOILS REPORT

9. ROOTBALL

10. NATIVE SUBGRADE

LEGEND

NOTE:

MIN. TWO TIES (TOP & BOTTOM)

REQUIRED. USE THIRD TIE WHEN

NECESSARY TO HOLD TREE IN

UPRIGHT POSITION. TIES TO BE

SECURED TO AVOID SLIPPAGE

(WRAP STAKE TO FORM

FIGURE EIGHT. NAIL W/ (1)

GALV. NAIL THROUGH EACH

TIE INTO POLE.

6"

12"

EQ

UA

LE

QU

AL

2x ROOTBALL DIA.

12"12"

2x ROOTBALL DIA.

TREE

TRUNK

C

L

PLANTER

SIDEWALK

CURB

CONTROL

ROOT

5' 5'

1. CONCRETE PAVING - REFER

TO PLANS

2. ONE PIECE, MOLDED AND

RIBBED ROOT BARRIER.

RIBS TO BE A MINIMUM OF

1/8" WIDE x 1/2" DEEP, AND

FACING THE TREE. ROOT

BARRIER TO BE MADE OF

POLYETHYLENE PLASTIC

W/ULTRAVIOLET

INHIBITORS, .085" THICK

MIN. 24" DEEP x 10' LONG (5'

EACH SIDE OF TRUNK).

3. ROOT BALL

4. AMENDED BACKFILL MIX

5. NATIVE SUBGRADE

LEGEND

NOTES:

A. ALL TREES PLANTED WITHIN

SIX (6) FEET OF WALKWAY,

CURB, SIDEWALK OR

PUBLIC UTILITIES SHALL

RECEIVE DEEP ROOT

BARRIERS. REFER TO PLAN

ABOVE.

B. FOR PLANTING, REFER TO

TREE PLANTING DETAIL.

C. FOR STAKING, REFER TO

TREE STAKING DETAIL.

24

" D

EE

P

1

2

3

4

5

SECTION VIEW

NOT TO SCALE

PLAN VIEW

NOT TO SCALE

BARRIER

6'

RO

OT

B

AR

RIE

R

Date:

Project:

Revisions:

fax (805) 928-3730

2353 South Broadway, Santa Maria, CA 93454

phone (805) 928-8008

185846.5.20

-- --

456 Reino Road

Newbury Park, CA

Softball/Volleyball

and Restooms

DSA # 03-120060

DSA # 03-120060

D

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SAN LUIS OBISPO CA 93401

979 OSOS STREET, SUITE B6

(805) 439-3209

Jim Burrows

Landscape Architecture

12/31/2021

06/05/2020

LI

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* C-20767

A

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JBLA PLANCONTROL PLAN SET 'H' ISSUED:

06/05/2020JBLA JOB#

18-125

Newbury Park H.S.

L4.00

PLANTING DETAILS

NOTE:

ANY MATERIAL USED BELOW DESIGN FLOOD ELEVATION (DFE) SHALL

COMPLY WITH ASCE 24-14, CHAPTER 5, INCLUDING EQUIPMENT UNITS.

N E

W

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L5.00

FINISH GRADING PLAN

NORTH0

SCALE: 1"=20'-0"

40 60 8020

ECR

HT

BCR

33.60

(33.60)

END OF CURB RADIUS

HEIGHT

EJ

R

SC

SJ

BC

RDWD

HDR

LA

MAX

MJ

MIN

TYP

SCORE JOINT

REDWOOD

MASTIC JOINT

EXPANSION JOINT

BOTTOM OF CURB

MAXIMUM

HEADER

MINIMUM

TYPICAL

SAW CUT

RADIUS

TOP OF CURBTC

LANDSCAPE ARCHITECT

PROPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

BEGINNING OF CURB RADIUS

(CONT.) CONTINUOUS ELEVATION

PLANTING AREAPA

TOP OF WALL

FINISH FLOOR ELEVATION

GARAGE FLOOR ELEVATION

PAD ELEVATION

DIAMETER

TOP OF GRATE ELEVATION

ON CENTER

LOW POINT

HIGH POINT

FLOW LINE

CATCH BASIN

TOP OF STEP

FINISH SURFACE

FINISH GRADE

CATCH BASIN

BOTTOM OF WALL

BOTTOM OF STEP

TW

HP

LP

OC

FL

TG

CB

CB

FG

FS

TS

TF

BW

BS

GRADING LEGEND

FF

PE

O

GF

BOND BEAM ELEVATIONBB

GRADING NOTES:

AREAS BARE MINIMUM).

FROM CIVIL ENGINEER'S PLANS.

INV INVERT ELEVATION

IN LANDSCAPE AREAS. (1% POSITIVE DRAINAGE IN LANDSCAPE

SHOULD ADJUSTMENTS BE NECESSARY, MAINTAIN PROPOSED

PROPOSED HARDSCAPE AND LANDSCAPE GRADES IN FIELD.

1. PRIOR TO STARTING WORK, CONTRACTOR SHALL VERIFY ALL

FLOW LINES AND DRAINAGE PATTERNS. MAINTAIN A MINIMUM

1% GRADIENT ON HARDSCAPE SURFACES AND 1.5% GRADIENT

2. GRADES SHOWN IN PARENTHESIS (100.00) HAVE BEEN TAKEN

3. LANDSCAPE BERM GRADIENT SHALL NOT EXCEED 4:1.

TOP OF FOOTING ELEVATION

RBB RAISED BOND BEAM ELEVATION

BERM - BUILT-UP LANDSCAPE GRADE

3

1

EXISTING CONTOUR

PROPOSED CONTOUR

3

1

DIRECTION OF FLOW

LEGEND

1. CONCRETE PAVING WHERE OCCURS PER

ARCHITECTURAL SITE PLAN.

2. BASEBALL INFIELD MIX - SEE SPECIFICATIONS.

3. TURF.

4. FINISH GRADE.

5. COMPACTED SUBGRADE PER SOILS REPORT.

1 2 2

5

SECTION VIEW

SCALE: 1/2" = 1'-0"

1"

4"

4

3

BASEBALL INFIELD MIX, PER SPECIFICATIONS

D BASEBALL INFIELD MIX

Date:

Project:

Revisions:

fax (805) 928-3730

2353 South Broadway, Santa Maria, CA 93454

phone (805) 928-8008

185846.5.20

-- --

456 Reino Road

Newbury Park, CA

Softball/Volleyball

and Restooms

DSA # 03-120060

DSA # 03-120060

D

N

SC

R

m

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EG

I

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a

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E

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LCA

F

I

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Signature

Renewal Date

Date

u

s

e

L

.

L

E

D

B

A

orrw

s

A

P

T

A

I

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3

7

7

o

.

2

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C

I

T

C

A

R

SAN LUIS OBISPO CA 93401

979 OSOS STREET, SUITE B6

(805) 439-3209

Jim Burrows

Landscape Architecture

12/31/2021

06/05/2020

LI

ST

* C-20767

A

N

O

E

RTE

A

IG

01F

. /C

ERNS

EB

LC

ET .VD

I

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1

1

L3

A

/ 2

I F

INR

OS

*

A

A

HCAP L

R

ETC

I

TC

JBLA PLANCONTROL PLAN SET 'H' ISSUED:

06/05/2020JBLA JOB#

18-125

Newbury Park H.S.

NOTE:

ANY MATERIAL USED BELOW DESIGN FLOOD ELEVATION (DFE) SHALL

COMPLY WITH ASCE 24-14, CHAPTER 5, INCLUDING EQUIPMENT UNITS.