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
I G
H
S
C
H
O
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
ST
* C-20767
A
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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
IN
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D: 0
6/0
5/2
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E: /U
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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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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.
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
U
R
Y
P
A
R
K
H
I G
H
S
C
H
O
O
L
XXX
XX
XX
XX
XX
XX
XX
XX
XX
XX
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
X
XXX
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
X
CO
NC
X
XX
X
XX
X
659.7
0
112
X
X
X
X
X
X
XX
X
X
X X
XX
X X X X X 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
I G
H
S
C
H
O
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
SD
SDSDSDSDSD
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
SS
GASGAS
GA
S
SS SS
UEL UEL UEL
UE
L
T
V
T
V
T
V
T
V
T
V
T
V
TV
CW
HW
H
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
C.O
.
C.O
.
SS
X
UEL 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
TV
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
(
6
5
8
)
(
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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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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* 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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E: /U
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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
N
SC
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m
T
A
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T
EG
I
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a
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N
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E
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LCA
F
I
O
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N
Signature
Renewal Date
Date
u
s
e
L
.
L
E
D
B
A
orrw
s
A
P
T
A
I
H
3
7
7
o
.
2
E
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
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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.
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
B
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P
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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
T
A
R
S
T
EG
I
J
a
S
E
N
R
T
E
O
F
LCA
F
I
O
E
N
Signature
Renewal Date
Date
u
s
e
L
.
L
E
D
B
A
orrw
s
A
P
T
A
I
H
3
7
7
o
.
2
E
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
O
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.