HomeMy WebLinkAboutPA2022-0309_20230207_Landscape PlansHARDSCAPE LEGEND
1.Raised Planter Wall to be Smooth Stucco with a Brick Cap
2.4” x 4” Blonde Cobble Driveway
a. Grout Color: TBD
b. Grout Spacing: TBD
3.4' Tall Gate and Fence, See Sheet L-3 '6' Tall Gate and Fence Elevation'
4.Trash Location
5.Smooth Sand Finish Colored Concrete (Top Cast #3), Davis 'Miami Buff'
6.A/C Location
7.'X' Pattern Vines to be Wires to Wall, Refer to Inspiration Image
8.4' Tall Retaining Wall to be Finished in Smooth Stucco, Color: TBD
9.Smooth Sand Finish Colored Concrete (Top Cast #3), Davis 'Miami Buff'
Steps
10.18" x 36" Limestone Tiles in a Running Bond Pattern:
a. Color: TBD
b. Grout Spacing TBD
c. Grout Color TBD
11.38” Tall Small BBQ Counter, See Sheet L-3 'Small BBQ Counter Elevation'
12.8” Wide Double Border with 2” x 8” Faletti Tiles
a. Color: TBD
b. Grout Spacing TBD
c. Grout Color TBD
13.2” x 8” Faletti Tiles in a Herringbone Pattern
a. Color: TBD
b. Grout Spacing TBD
c. Grout Color TBD
14.72” Dia. Table with (7x) 20” x 20” Dining Chairs, Designer to Source
15.(4x) 20” Dia. Pot with Plant Material, Ref. to Sheet L-2, to have Irrigation
and Drainage
16.Tiger Turf Pet Turf with Dedicated Irrigation and Draingage
17.8” Wide Single Border with 2” x 8” Faletti Tiles
a. Color: TBD
b. Grout Spacing TBD
c. Grout Color TBD
18.24” Tall Wood Fence to Match Side Gates
19.(2x) 36" x 84" Sofa & (1x) 36" x 60" Coffee Table, Designer to Source
20.Pool Cover Vault Location
21.Bio-Retention Basin (Per Civil Plans)
22.Random Lompoc Steppers, TBD
23.(2x) 7' Long Chaise Lounge Chairs with 18” Dia. Side table and 7' Wide
Umbrella, Designer to Source
24.2” Limestone Treads & Risers
a. Color: TBD
b. Grout Spacing TBD
c. Grout Color TBD
25.38” Tall Large BBQ Counter, See Sheet L-3 'Large BBQ Counter Elevation'
26.(10x) 20” x 20” Dining Chairs with (1x) 36” x 120” Dining Table, Designer to
Source
27.Pool Equipment Location
28.6' Tall Wood Fence to Block Pool Equipment Enclosure
29.Pool Toys and Towel Storage Box
30.(1x) 36” x 84” Sofa with (4x) 36” x 36” Lounge Chairs, Designer to Source
31.4” Green Seam with Live Plant Material
32.5' x 5' x 18” Tall Fire Pit, See Sheet L-3 'Fire Pit Elevation'
33.7' Wide Dia. Umbrella with and Umbrella Hole in Baja Shelf
34.18” x 36” x 2” thick Limestone Coping
a. Color: TBD
b. Grout Spacing TBD
c. Grout Color TBD
35.New 41'-7” x 15' Pool with 8' x 8' Integrated Spa & Baja Shelf
a. Spa Plaster TBD
b. Spa Waterline Tile TBD
c. Grout Spacing & Color TBD
36. 6' Tall Wood Double Gate to Match 4' Gate Design with Pool Safe Self
Close and Self Latching Hardware
37. (2x) 18” Dia. Pot with Plant Material, Ref. to Sheet L-2, to have Irrigation
and Drainage
38. 4" Green Seam with Artificial Turf
39. 38" Gravel Chips; Color: TBD
40. Wood Paneled Fence with Vines attached on Horizontal Wires
41. Existing Tree to Remain and Protect in Place
A.Contractor shall examine the site of proposed work noting existing conditions and proposed
work as shown on the plans. Notify landscape designer of discrepancies
B.Contractor shall stake proposed work prior to construction for review by landscape designer
C.Protect existing utilities, paving and structures from damage. Trenching adjacent to existing tree
drip lines to be done by hand to avoid root damage
D.Construction and installation of all landscape items shall be according to State, County, and
Local codes, Ordinances and up to CAL_OSHA safety orders regarding performance of work
E.Contractor to obtain required permits and comply with applicable codes
F.All Concrete edges to be 1/8" trowel
G.All Stucco edges to be 1/8" trowel
H.Contractor is responsible for damage to underground utilities and shall replace or repair same
required at contractors expense
I.Contractor shall assemble material samples including: flagstone, gravel, DG, stains, Stucco, etc.
for review by owner and landscape designer prior to construction
J.coordinate electrical, low voltage, and irrigation conduit sleeves prior to installation of new
pavement.
K.Contractor to coordinate work with other trades
L.Verify grades and elevations in field and notify landscape design of discrepancies
M.Contractor to review site for proper drainage and report apparent problems to landscape
designer
N.Contractor to verify location of any surface drains in concrete surface prior to pour for location
verification by owner and landscape designer
O.Contractor shall install this project utilizing the landscape industries B.M.P. Best Management
Practices
P.Contractor to provide direct drainage, low voltage, and irrigation to all pots
Q.Contractor to verify proper soil preparation specific to project climate, native soil, site
conditions.
R.Contractor shall use Netafim drip irrigation for all planters and pots.
S.Hardscape Contractor to install and coordinate built in low voltage lighting mounting hardware
and sleeves. For example, step lights, in ground lighting, wall lights etc.
T.CONTRACTOR TO REVIEW, SIGN, AND APPROVE GARDEN STUDIO'S DESIGN/CONSTRUCTION
NOTEBOOK AND AGREES TO BUILD PER THE SPECIFICATIONS IN THE NOTEBOOK
CONSTRUCTION NOTES
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L-1
Hardscape Plan
Contractor to Field Verify All
Measurements and Confirm
Details to Provide Accurate Bid
2732 East Coast Highway, Suite A
Corona Del Mar, CA 92625
949.673.5450
Drawn By:KM
Sheet:
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01.09.2023
11.15.2022
12.12.2022 - Initial Meeting
Date:
Revisions:
APN: 117-663-02
PM:MP
Contact Email:
monica@gardenstudiodesign.com
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Elevations
Contractor to Field Verify All
Measurements and Confirm
Details to Provide Accurate Bid
2732 East Coast Highway, Suite A
Corona Del Mar, CA 92625
949.673.5450
Drawn By:KM
Sheet:
A
R D E N S T
U
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01.09.2023
11.15.2022
12.12.2022 - Initial Meeting
Date:
Revisions:
APN: 117-663-02
PM:MP
Contact Email:
monica@gardenstudiodesign.com
0'1'2'4'
SCALE: 1/2" =1'-0"
Fire Pit Elevation
Scale: 12" = 1'
1.Brick Cap:
a. Antiqued Blonde Ochre Blend
Brick
2.Mixed Fireball Set 'Charcoal'
3.Antiqued Blonde Ochre Blend
Brick Face
4.Green Seam
5.Finished Grade
Legend1234
1'
-
6
"
5
Side Gate & Fence Elevation
Scale: 12" = 1'
1.Stain Grade Wood Gate, 3" Border
& 6" Vertical Wood Planks, Color
TBD
2.Stain Grade Wood Fence,3" Border
& 6" Vertical Wood Planks, Color
TBD
3.Emtek 'Rectangular Helios Key in
Leverset with Keypad' Gate Lever
with Latch and Strike Plate
4.(3x) Emtek 4" x 4" x 14" Heavy Duty
Ball Bearing Hinge
5.Finish Surface
Legend
6'
2 21345
Courtyard BBQ Elevation
Scale: 12" = 1'
1.3.5" Thick Polished Concrete,
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with 1/8" Trowel Edge Detail on
all Corners
2.Used Brick Veneer with White
Cement Slurry
3.36” Professional Built-In Grill
with All Trident Infrared Burners
and Rotisserie (L36ATR-NG)
4.36" Ventana Door Drawer
Combination (LSA36-4)
5.20" Ventana Outdoor Trash and
Recycle Center (L20TR-4)
6.15" Scotsman Nugget Ice
Machine (SCN60PA-1SS)
7.Countertop Pizza Over Forno
Venetzia Pronto (FVP200)
8.24" Ventana Access Door- Hinge
Right (LDR24R-4)
9.N/A
10.Finished Grade
Legend
3'
-
2
"
3 104176852
1.36” Professional Built-In Grill with All
Trident Infrared Burners and Rotisserie
(L36ATR-NG)
2.36" Ventana Access Doors (LDR36T-4)
3.3.5" Thick Polished Concrete, Davis
'Miami Buff' Countertop with 18" Trowel
Edge Detail on all Corners
4.20" Ventana Outdoor Trash and Recycle
Center (L20TR-4)
5.Finished Grade
Legend
3'-2"
1
Rear Yard BBQ Elevation
Scale: 12" = 1'
2 3 54
1.2" Thick Limestone Treads; 'Los Olivos' Tumbled
Edge
2.2" Thick Limestone Cap; 'Los Olivos' Tumbled Edge
3.Used Brick Veneer with White Cement Slurry
4.4" Green Seam
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6.Pool Beyond
Legend
Raised Pool Elevation
Scale: 1 2" = 1'
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'
)
25' REA
R
S
E
T
B
A
C
K
F
R
O
M
T
.
O
.
B
L
U
F
F
25' REAR SETBACK FROM T.O. BLUFF
10' REAR SETBACK
(DEVELOPMENT AREA 'C')
15' REAR SETBACK
(DEVELOPMENT AREA 'B')
15' REAR
S
E
T
B
A
C
K
(DEVELO
P
M
E
N
T
A
R
E
A
'
B
'
)
FIL
T
E
R
PUMP
PUMP HE
A
T
E
R
2
2
60x108
1
1
37.5"x
33.5"
37
.
5
"
x
33
.
5
"
Lighting Legend:
SymOol Description Product Finish Type .ty
Path Lights GSD-14-1-MBR Matte Bronze 12v LED 66
Regular Uplights GSD-11-1-MBR 49
Small Uplights GSD-11-2-MBR
Hanging Lights GSD-16-1-MBR
Step Lights GSD-15-1/GSD-15-2-MBR
GSD-15-7 Stainless Steel
Pool/Lights IntelliBrite 5g Silver
Spa Lights IntelliBrite 5g
Step Lights
(Treads)
Matte Bronze
Matte Bronze
Matte Bronze
Matte Bronze
Silver
12v LED
12v LED
12v LED
12v LED
12v LED
12v LED
12v LED
19
16
3
10
1
1
L-4
Lighting Plan
Contractor to Field Verify All
Measurements and Confirm
Details to Provide Accurate Bid
2732 East Coast Highway, Suite A
Corona Del Mar, CA 92625
949.673.5450
Drawn By:KM
Sheet:
AR D E N S T
U
D
I
O
D
E S I G N
G
HA
W
K
E
R
E
S
I
D
E
N
C
E
10
0
7
M
a
r
i
n
e
r
s
D
r
i
v
e
,
N
e
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
0
01.09.2023
11.15.2022
12.12.2022 - Initial Meeting
Date:
Revisions:
APN: 117-663-02
PM:MP
Contact Email:
monica@gardenstudiodesign.com
SCALE: 1/8" =1'-0"
0'2'4'8'16'
SLO-CLOSE SERIES BALL VALVE. SIZE per LINE
A
IRRIGATION CONTRACTOR TO VERIFY CONTROLLER LOCATION. POWER
SUPPLY CONNECTION TO THE IRRIGATION CONTROLLER SHALL BE THE
RESPONSIBILITY OF THE IRRIGATION CONTRACTOR.
WATER METER EXISTING DOMESTIC WATER METER. CONTRACTOR TO FIELD VERIFY LOCATION
AND ADEQUATE PRESSURE PRIOR TO COMMENCING IRRIGATION WORK.
NO SYMBOL INSTALL WIRELESS RAIN-CLIK and CONNECT to CONTROLLER. INSTALL
PER MANUFACTURER'S SPECIFICATIONS.
AS APPROVEDNO SYMBOL
NO SYMBOL SPEARS
DBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL
WIRE CONNECTIONS
IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED)
DS-400 PRE-FILLED WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS
NO SYMBOL 3M
LASCO
IRRIGATION
CONTROLLER
HUNTER
HEAVY DUTY HOSE BIB. PER CONTRACTOR. IRRIGATION CONTRACTOR TO
COORDINATE FINAL LOCATIONS WITH HOMEOWNER PRIOR TO INSTALLATION.HUNTER
FOR IRRIGATION DETAILS SEE SHEETS L-6 and L-7
FOR IRRIGATION SPECIFICATIONS SEE SHEET L-8
PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE OR
WIRE BUNDLE CARRIED - EXTEND 12" BEYOND EDGE OF PAVING &
PLACE BELOW ALL PAVING, HARDSCAPE, ETC..
1 12" IRRIGATION PRESSURE MAINLINE SCH. 40 PVC - BURY MIN. 18"
BELOW GRADE. with SCHEDULE 80 FITTINGS
NON-PRESSURE LATERAL SCH 40 PVC with SCHEDULE 40 FITTINGS
UP TO 1 12" - BURY MIN. 12" BELOW GRADE (SIZE AS NOTED ON PLAN).
AS APPROVED
AS APPROVED
AS APPROVED
GPMVAL.#
SIZE TYPE
Sq. Ft.
NO SYMBOL
IRRIGATION UTILITIES & VALVES
IRRIGATION CONTROLLER
IRRIGATION PIPING
VALVE KEY
REFERENCE NOTES
IRRIGATION MISCELLANEOUS EQUIPMENT
DRIPLINE AUTOMATIC LINE FLUSH VALVE. - PROVIDE SCH 40 SOLVENT- WELD
BALL VALVE FOR FLUSH OFF OF PCV EXHAUST MANIFOLD PIPE, INSTALL FLUSH
VALVE INSIDE 6" ROUND VALVE BOX, ONE AT THE END OF ANY DRIPLINE
LATERAL or PVC EXHAUST HEADER. MULTIPLE FLUSH VALVES MAY BE
REQUIRED WITHIN DRIPLINE LAYOUT. ALWAYS INSTALL VALVES IN OPPOSITE
DIRECTIONS OF THE PVC/DRIP CONNECTION MANIFOLD.
USE HUNTER FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND
DRIPPERLINE TUBING.
NON-PRESSURE LATERAL SCH. 40 SUPPLY LATERAL. NOTE: EXHAUST
LATERALS NOT SHOWN.
PLD-ARV-075 AIR/VACUUM RELIEF VALVE INSTALLED with COMBINATION TEE AND A
3/4" x 1/2" REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND
VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OF
DISTRIBUTION TUBING. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE
TO ALL DRIPPERLINE LATERALS WITHIN THE ELEVATED AREA.
MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS,
VERIFY QUANTITY PRIOR TO STARTING WORK, FLUSH VALVES and AIR RELIEF
VALVES SHOWN DIAGRAMMATICALLY, INSTALL EMITTER BOX:
18" MIN. FROM PAVING/WALLS AND AT HIGH POINTS OF
PLANTER AREA.
PCZ-101 AND ACZ-075. 1" AND 3
4" ANTI-SIPHON REMOTE CONTROL VALVES
FILTER SYSTEM.
RAINBIRD - XFCV-06-12 SUB-SURFACE DRIPLINE TUBING WITH CHECK VALVE
0.6 GPH EMITTERS at 12" ON CENTER SPACING- ALL TUBING SHALL BE
INSTALLED 4" MINIMUM BELOW FINISHED SOIL GRADE W/ 9" WIRE STAKES FIVE
(4) FEET ON CENTER; VERIFY THE LAYOUT AND 12" MIN. ON CENTER SPACING
IN THE FIELD PRIOR TO STARTING WORK. INSTALL SUB-SURFACE DRIP
IRRIGATION SYSTEM per MANUFACTURER'S SPECIFICATIONS.
A
SUB-SURFACE DRIP IRRIGATION
PIPE SIZE
BLANK TUBING or 1/2" PVC0 - 5 GPM
ZONE FLOW
8.1 - 13 GPM
1 1/2" PVC
5 - 8 GPM 3/4" PVC
1 1/4" PVC13.1 - 22 GPM
22.1 - 30 GPM
1" PVC
LATERAL, MAINLINE & DRIPPERLINE SUPPLY/EXHAUST PIPE SIZING:
HUNTER
AS APPROVED
NETAFIM
HUNTER
ICV-101G - REMOTE CONTROL VALVE with FLOW CONTROLHUNTER
IRRIGATION LEGEND
F
AS APPROVED NON-PRESSURE UVR LATERAL SCH 40 PVC with SCHEDULE 40
FITTINGS UP TO 1 12" - ON GRADE, PROVIDE PIPE STABILIZERS 10'
O.C. (SIZE AS NOTED ON PLAN).
HC-150-FLOW SUB METER AND FLOW SENSORHUNTER
IBV-101G-FS MASTER VALVEHUNTERMV
SM
BTT - BATTERY OPERATED REMOTE CONTROL VALVEHUNTER
M
A
R
I
N
E
R
S
D
R
I
V
E
6'
S
I
D
E
SE
T
B
A
C
K
6' FRONT
SETBACK
6'
S
I
D
E
SE
T
B
A
C
K
10' REAR
S
E
T
B
A
C
K
(DEVELO
P
M
E
N
T
A
R
E
A
'
C
'
)
25' REAR
S
E
T
B
A
C
K
F
R
O
M
T
.
O
.
B
L
U
F
F
25' REAR SETBACK FROM T.O. BLUFF
10' REAR SETBACK
(DEVELOPMENT AREA 'C')
15' REAR SETBACK
(DEVELOPMENT AREA 'B')
15' REAR
S
E
T
B
A
C
K
(DEVEL
O
P
M
E
N
T
A
R
E
A
'
B
'
)
FIL
T
E
R
PUMP
PUMP HE
A
T
E
R
2
2
60x108
1
1
37.5"
x
33.5"
37
.
5
"
x
33
.
5
"
W
EXISTING DOMESTIC
HOUSE LINE
EXISTING DOMESTIC
WATER METER
A2
3/4"
2.2
HZ 2
226 SF
A5
3/4"
6.0
HZ 2
608 SF
A3
3/4"
1.4
HZ 2
142 SF
A6
3/4"
3.7
HZ 2
371 SF
A8
3/4"
.4
HZ 2
40 SF
A1
3/4"
.8
HZ 1
80 SF
A4
3/4"
2.0
HZ 1
200 SF
A7
3/4"
.4
HZ 1
40 SF
SM
MV
A
A
A
A
A
A
A
A
A
A
A
A
F
F
F
F
F
F
F FF
F
F
F
F
CONNECTION TEE NOTE:
TEE TO BUILDING CONNECTION SHOWN HERE
FOR DIAGRAMATIC PURPOSES ONLY. ACTUAL
IRRIGATION TEE SHALL HAPPEN IN THE PLANTER
AREA BEFORE MAINLINE LINE ENTERS THE
BUILDING.
P.O.C. NOTE:
INSTALL NEW 1-1/4" IRRIGATION MAINLINE INSIDE PROPERTY LINE. SHOWN OUTSIDE
PROPERTY FOR DIAGRAMMATIC PURPOSES ONLY. CONTRACTOR TO FIELD VERIFY WATER
METER LOCATION and ADEQUATE PRESSURE AT WATER METER PRIOR TO CONSTRUCTION
/ TRENCHING.
REMOTE CONTROL VALVES SHOWN ON MAINLINE FOR
DIAGRAMMATIC PURPOSES ONLY. IRRIGATION CONTRACT`OR TO
COORDINATE FINAL LOCATION OF R.C.V. MANIFOLD WITH
HOMEOWNER PRIOR TO INSTALLATION/TRENCHING.
IRRIGATION CONTRACTOR TO VERIFY CONTROLLER LOCATION
AND STATION AVAILABILITY. NEW CONTROLLER AND/OR
ADDITIONAL EXPANSION MODULES MAY BE REQUIRED. IF NEW
CONTROLLER IS REQUIRED CONTRACTOR TO VERIFY FINAL
LOCATION W/ HOMEOWNER.
A
Contractor to Field Verify All
Measurements and Confirm
Details to Provide Accurate Bid
2732 East Coast Highway, Suite A
Corona Del Mar, CA 92625
949.673.5450
Drawn By:KM
Sheet:
A
R D E N S T
U
D
I
O
D
E S I G N
G
HA
W
K
E
R
E
S
I
D
E
N
C
E
10
0
7
M
a
r
i
n
e
r
s
D
r
i
v
e
,
N
e
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
0
01.09.2023
11.15.2022
12.12.2022 - Initial Meeting
Date:
Revisions:
APN: 117-663-02
PM:MP
Contact Email:
monica@gardenstudiodesign.com
SCALE: 1/8" =1'-0"
0'2'4'8'16'
L-5
Irrigation Plan
General Notes:
1.Pressure regulating devices are required if water pressure is below or exceeds the
recommended pressure of the specified irrigation devices.
2.Check valves or anti-drain valves are required on all sprinkler heads where low point
drainage could occur.
3.I have complied with the criteria of the ordinance and applied them for the efficient use of
water in the landscape design plans
4.A diagram of the irrigation plan showing hydrozones shall be kept with the irrigation
controller for subsequent management purposes.
5.A Certificate of Completion shall be filled out and certified by either the designer of the
landscape plans, irrigation plans, or the licensed landscape contractor for the project.
6.An irrigation audit report shall be completed at the time of final inspection.
7.All Planters to be finished with EB Stone Microbark.
8.All Planters to Have Netafim Drip Irrigation.
9.Recirculating Water Systems Shall Be Used For Water Features.
10.A Minimum of 3-inch Layer of Mulch Shall Be Applied on All Exposed Soil Surfaces of
Planting Areas Except for Turf, Creeping, or Rooting Groundcovers, or Direct Seeding
Applications Where Mulch is Contraindicated.
11.For Soils Less Than 6% Organic Matter in the Top 6 Inches of Soil, Compost at a Rate of
Permeable Area Shall be Incorporated to a Depth of Six Inches into the Soil.
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.
ALL QUICK COUPLERS TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLERS TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS.
INSTALL ALL QUICK COUPLERS WITHIN 18" OF HARDSCAPE.
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.
CONTRACTOR IS TO PROVIDE TWO ADDITIONAL 'CONTROL WIRES' AND ONE ADDITIONAL 'COMMON' WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON
EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS.
ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTION DEVICE AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S
AUTHORIZED REPRESENTATIVE.CONTRACTOR SHALL CONTACT REPRESENTATIVE BEFORE COMMENCING WORK.
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.
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.
THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS.
THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK.
THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK.
THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, PROPERTY LINES, DIMENSIONS AND 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. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITE CONDITIONS
PRIOR TO BIDDING AND COMMENCING WORK.
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.
THE CONTRACTOR SHALL USE U.L. APPROVED GROUND ROD(S) AND/OR GROUND PLATE(S) WITH CADWELD ONE-SHOT CONNECTION PROCESS FOR CONNECTING THE CONDUCTOR
WIRE TO THE ROD(S) AND/OR PLATE(S).
THE NUMBER OF RODS OR PLATES SHALL DEPEND ON THE CONDUCTIVITY OF THE IMMEDIATE SOIL SURROUNDING THE ROD(S) AND/OR PLATE(S). MAXIMUM GROUND RESISTANCE
SHALL BE PER CONTROLLER MANUFACTURERS SPECIFICATIONS.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROCURE AN ORIGINAL SET OF THESE PRINTED IRRIGATION PLANS FOR BIDDING AND CONSTRUCTION. COPIES OF THESE
PLANS ARE NOT ALLOWED FOR BIDDING AND CONSTRUCTION AS THEY MAY NOT SHOW IRRIGATION SYMBOLS, LINE WEIGHTS, OR LINE TYPES CLEARLY.
1.
CONTRACTOR SHALL REFER TO IRRIGATION LEGEND FOR CONTROLLER TYPE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.
15.
MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE WITHIN PLANTER, A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES
TYP.
16.
CONTRACTOR SHALL PAINT ALL EXPOSED PVC PIPE WHICH IS ON-GRADE TO REDUCE VISIBILITY TO THE PUBLIC EYE AND IMPROVE THE AESTHETICS OF THE NATURAL ENVIRONMENT.
PAINT SHALL BE AN OUTDOOR PAINT RESISTANT TO SUN EXPOSURE. CONTRACTOR SHALL CONFIRM PAINT COLOR AND TYPE WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO
COMMENCING WORK.
17.
CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE
HYDRANTS, ETC. CONTRACTOR SHALL ADD SPRINKLER HEADS AS REQUIRED TO ACHIEVE 100% COVERAGE IN ALL AREAS THAT REQUIRE ADJUSTING.ADTIONAL HEADS SHALL BE
INSTALLED AT NO ADDITIONAL COSTS TO THE CONTRACT. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.
18.
LATERAL LINES MAY BE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED
REPRESENTATIVE PRIOR TO COMMENCING WORK.
19.
REMOTE CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL
VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND
EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF
REMOTE CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE PROVIDED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE PROJECT. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE PROJECT DIRECTED
REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED WITHIN THREE FEET FROM EDGE OF
HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS.
20.
THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS.
MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS IS RECOMMEND.
21.
GENERAL IRRIGATION NOTES
PRESSURE LOSS CALCULATION
Hydrozones (by r.c.v. station):
MAXIMUM APPLIED WATER ALLOWANCE and ESTIMATED APPLIED WATER USE CALCULATIONS:
= (45.4) x (.62) [(0.55 x 1,387) + (0.45 x 0)] =
M.A.W.A
MAWA = (ETo) (0.62) [(0.55 x LA) + (0.45 x SLA)]EAWU = (ET ) x (.62) (Hydrozone Area) x (Plant Factor)
Irrigation Efficiency (72% - 90%)
E.A.W.U. - SEE TABLE BELOW
o
21,472 gal./yr.
·
·
·
·
·
IRRIGATION CONTROLLER SCHEDULE
14,431 gal./yr.
TOTAL SYSTEM LOSS:
P.O.C. #
FRICTION LOSS CALCULATIONS
FLOW METER
CONTROL VALVE
MASTER VALVE
METER ELEV.
H.G.L.
PSI
PSI
PSI
PSI
WATER METER NO.
ELEVATION
SIZE
STATIC PRESS.HIGH LOW
INFO. SOURCE:
PHONE:
DATE OF INFO.
.433 =X
REMOTE CONTROL VALVE No.SIZE
MAX. DEMAND GPM
ELEV. OF HIGHEST HEAD
PRESS. AT RCV PSI
QTY.SIZE
PRESS. REGULATOR (FALL OFF)PSI
WATER METER PSI
BACKFLOW PREVENTER PSI
GATE VALVE PSI
MAINLINE PSI
MAINLINE PSI
MAINLINE PSI
MAINLINE PSI
LATERAL LINE
LATERAL LINE
LATERAL LINE
PSI
PSI
PSI
LATERAL LINE PSI
FITTING LOSS (10%)PSI
ELEVATION CHANGE (+/-)PSI
PRESSURE TO OPERATE HEAD PSI
TOTAL PRESSURE REQUIRED:PSI
LOWEST STATIC PRESSURE AVAILABLE PSI
PRE-SET REGULATED PRESSURE (IF REQ'D)PSI
RESIDUAL WATER PRESSURE PSI
PARCEL 2
LOT 3/4"
N/A
±±
-
-
-
N/A
-
--
A7 1"
4.4
-
-
1 3/4"0.4
---
---
---
---
1 LINE -
323'1 1/4"0.2
---
---
---
1 1"0.1
---
-1 1/4"-
±1"0.1
±3/4"0.2
0.1
-
1.1
30
31.1
-
-
10-15
MAXIMUM DEMAND
PLANT WATER REQ.
A HYDROZONE
B REFERENCE PERIOD 31 DAYS
C REFERENCE Eto INCHES
D LANDSCAPE CO: K
1 PLANT FACTOR: K
2 VEGE. DENSITY
3 MICROCLIMATE
E LANDSCAPE ET INCHES
F AVERAGE DAILY ET INCHES
IRRI PERFORMANCE VALUE UNITS
G PRECIP RATE 0.600 IN./HR.
H DISTRIB. UNIFORMITY 0.65 DECIMAL
I SCHEDULE MULTIPLIER
SCHEDULING
PARAMETERS
J IRRIGATION INTERVAL 3.5 DAYS
K WATER TO APPLY INCHES
L 36 MINUTES
M 57 MINUTES
N SELECTED RUN TIME MINUTES
O CYCLE STARTS:
a TIME TO RUNOFF N/A
OR b SITE CONDITION 2 CYCLES
1 SOIL CATEGORY 2 -
2 SLOPE 0 -
3 COMPACTION 0 -
4 SPRINKLER TYPE 0 -
SUMMARY
WATER APPLIED INCHES
INTERVAL DAYS
CYCLES PER DAY
MINUTES PER CYCLE 29 MINUTES
THESE IRRIGATION SCHEDULES ARE FOR TWICE WEEKLY IRRIGATION PER CITY OF LAGUNA BEACH
REQUIREMENTS. THE UPPER BOUNDARY IRRIGATION RUN TIME HAS BEEN SELECTED FOR THE INITIAL
PLANT ESTABLISHMENT PERIOD (MINIMUM ONE YEAR). ONCE PLANTS ARE ESTABLISHED THE RUN
TIMES MAY BE SHORTENED TO THE LOWER BOUNDARY. ROUTINE PLANT OBSERVATION AND
MAINTENANCE ARE REQUIRED FOR OPTIMAL PLANT HEALTH.
VALUE UNITS
IRRIGATION SCHEDULE SAMPLE: JULY 5.3 ETo for DRIP
VALUE UNITS
VALUE UNITS
THIS IRRIGATION SYSTEM HAS BEEN DESIGN FOR A
PRESSURE OF 55 PSI. IF THE WATER PRESSURE
VARIES BY MORE THAN 20% THE CONTRACTOR SHALL
CONTACT THE LANDSCAPE ARCHITECT ON HOW TO
PROCEED. FAILURE TO DO SO WILL ALL
REPAIRS/REPLACEMENTS ON THE RESPONSIBILITY
OF THE CONTRACTOR.
RCV STATION ETo PLANT FACTOR HYDROZONE
AREA (SQ. FT.)CONV. FACTOR IRRIGATION EFFICIENCY AREA = (H.A. x P.F)
HZ1 0.62
HZ2 0.62
TREE BUBBLER 0.3 81%
81%
96
SHRUB DRIP
=
0.3 320
WATER USE
+ SLA( )
= (ET ) x (.62)
.81
o + 0( )416
416
L-6
Contractor to Field Verify All
Measurements and Confirm
Details to Provide Accurate Bid
2732 East Coast Highway, Suite A
Corona Del Mar, CA 92625
949.673.5450
Drawn By:KM
Sheet:
A
R D E N S T
U
D
I
O
D
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10
0
7
M
a
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N
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w
p
o
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B
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a
c
h
,
C
A
9
2
6
6
0
01.09.2023
11.15.2022
12.12.2022 - Initial Meeting
Date:
Revisions:
APN: 117-663-02
PM:MP
Contact Email:
monica@gardenstudiodesign.com
SCALE: 1/8" =1'-0"
0'2'4'8'16'
MAR.JAN FEB.APR.MAY JUN.JUL.DEC.AUG.SEP.NOV.OCT.
= 45.4
C.I.M.I.S. STATION: NEWPORT BEACH
ET DATA MONTHLY 2.6 2.5 3.5 4.2 5.0 4.7 5.3 5.3 4.5 3.3 2.5 2.0
Irrigation Calculations
Contractor to Field Verify All
Measurements and Confirm
Details to Provide Accurate Bid
2732 East Coast Highway, Suite A
Corona Del Mar, CA 92625
949.673.5450
Drawn By:KM
Sheet:
A
R D E N S T
U
D
I
O
D
E S I G N
G
HA
W
K
E
R
E
S
I
D
E
N
C
E
10
0
7
M
a
r
i
n
e
r
s
D
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i
v
e
,
N
e
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
0
01.09.2023
11.15.2022
12.12.2022 - Initial Meeting
Date:
Revisions:
APN: 117-663-02
PM:MP
Contact Email:
monica@gardenstudiodesign.com
SCALE: 1/8" =1'-0"
0'2'4'8'16'
SURFACE
MOUNTING BRACKET
WIRELESS RAIN SENSOR
WIRED NORMALLY CLOSED
MOUNTING SCREW (1 OF 2)
WIRE TO IRRIGATION
CONTROLLER - UNLESS
WIRELESS SPECIFIED.
MOUNT IN AN AREA THAT WILL
BE EXPOSED TO
UNOBSTRUCTED RAINFALL, BUT
NOT IN THE PATH OF SPRINKLER
SPRAY.
1
3
1
4 2
3
4
5
SECTION/ELEVATION
LEGEND:
NOTE:
D RAIN SENSOR Scale: N.T.S.
RIN-SNR
WITH RECOMMENDED TOOL
CONNECTOR INSERT
CRIMP COPPER SLEEVE INSTALLED
STRIP AND TWIST WIRES FOR PROPER
CONNECTION
NOTE:
FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY.
OUTER CASE OF CONNECTOR
LOW VOLTAGE WIRES, 3 MAXIMUM
SECTION
E BALL VALVE Scale: N.T.S.
VAL-BAL
CL
6"
3"
LEGEND:
VALVE BOX INDENTIFICATION
(SEE DETAIL THIS SHEET)
FINISHED GRADE DO NOT
INSTALL IN TURF AREA.
PLASTIC ROUND VALVE BOX
WITH BOLT DOWN COVER, USE
STAINLESS BOLT NUT AND
WASHER. HEAT BRAND "GV"
ONTO LID.
FINISHED GRADE IN TURF
AREA
GATE VALVE
BRICK SUPPORTS
6" PVC CL. 160 PIPE
ONE CUBIC FOOT 3/4"
CRUSHED GRAVEL SCH 40 PVC
COUPLING
SCH 40 COUPLING
IRRIGATION MAINLINE
SCH 80 PVC T.O.E. NIPPLE, 6"
LONG
1
1
2 3
4
9
10
8
7
6
5
2
3
4
5
6
7
8
9
10
11
C
4"
4"
BA
24"
12"18"
4" TO 6" IN SIZE
1/2" TO 3" IN SIZE
DIMENSION
C
B
C C
A
CC
H PIPE INSTALLATION Scale: N.T.S.
PIP-INS
1
LEGEND:
1 FINISH GRADE
CLEAN COMPACTED
BACKFILL
NON-PRESSURE
LATERAL LINES, SEE
SPECIFICATIONS
CONTROL WIRES, SEE
SPECIFICATIONS
UNDISTURBED SOIL
PRESSURE MAINLINE,
SEE SPECIFICATIONS
NOTE:
LATERAL LINES SHALL
BE INSTALLED PITCHED
AT 1% SLOPE TO DRAIN
TO LOW POINT FOR
WINTERIZATION
2
3
4
5
6
1.
F WIRE CONNECTION Scale: N.T.S.
PAVING
LATERAL LINES
DENSITY OF EXISTING
SAND BACKFILl
COMPACTED TO THE
UNDISTURBED SOIL
CONTROL WIRES
IN SCH 40 SLEEVE
IN SCH 40 SLEEVE
C
24"
D
4"
IN SCH 40 SLEEVE
OF THE PIPE OR WIRE
DETAIL ALSO FOR PIPE
PVC SLEEVES TO BE
TWICE THE DIAMETER
BUNDLE CARRIED.
INSTALLED IN ROCK SOIL.
B
24"
A
36"1/2" TO 4" IN SIZE
DIMENSION
PRESSURE MAINLINE
C B
A
DDDD
I SLEEVE INSTALLATION Scale: N.T.S.
PIP-SLE
10
46325
SOIL
2
PROVIDE TWO LAYERS of WARNING TAPE RUNNING CONTINUOUS
ALONG ROUTE OF THE MAINLINE. ONE SHALL BE LOCATED
IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12" ABOVE
THE TOP OF MAINLINE.
FINISH GRADE
RECTANGULAR VALVE BOX
REFER TO SPECIFICATIONS
SPARE WIRE LABEL
CONTROL AND/OR COMMON WIRE,
REFER TO SPECIFICATIONS
1 2 3
4
5
2
3
4
5 PEA GRAVEL BACKFILL
(ONE CUBIC FOOT MINIMUM)
C SPARE WIRE BOX Scale: N.T.S.
FOR IRRIG. CONTROL & COMMON WIRE (ONE SHOWN)
INSTALL MIN.
6"-12" ABOVE
HIGHEST POINT
OF DISCHARGE
30-INCH LINEAR LENGTH OF WIRE, COILED
WATERPROOF CONNECTION
ID TAG
ANTI-SIPHON VALVE: SEE IRRIGATION
LEGEND
PRESSURE REGULATING FILTER per
LEGEND. -OPTIONAL DEPENDING ON
AVAILABLE STATIC PRESSURE
PVC SCH 80 UNION
PVC SCH 40 MALE ADAPTER
UV RADIATION RESISTANT OR PAINTED
PVC SCH 40 PIPE (1 OF 2)
FINISH GRADE/TOP OF MULCH
PVC SCH 40 ELL (1 OF 2)
PVC MAINLINE PIPE
PVC LATERAL LINE
A DRIP ANTI-SIPHON VALVE
Scale: N.T.S.
2
3
4
5
6
7
8
9
10
11
12
2 3
4
5
6
7
8
9
12 1110
3"
2" MIN.
FINISHED GRADE IN SHRUB AREAS
PVC LATERAL (OR EXHAUST HEADER)
3/4" GRAVEL SUMP (1 CUBIC FOOT)
BRICK SUPPORTS - THREE
S x 1/2" PVC 90 ELL (SIZE AS REQ'D)
LINE FLUSHING VALVE per IRRIGATION
LEGEND
VALVE BOX SEE SPECS.
B FLUSH VALVE Scale: N.T.S.
2
3
4
5
6
7
2
4
3
5
6
7
J ANTI-SIPHON VALVE Scale: N.T.S.
*NOTE*
ANTI-SIPHON VALVES SHOULD BE INSTALLED 6-12" ABOVE THE HIGHEST SPRINKLER HEAD WITHIN THE
ZONE, OR, ACCORDING TO LOCAL CODE.
6"
M
I
N
ANTI-SIPHON VALVE - SEE IRRIGATION
LEGEND for TYPE. INSTALL per
MANUFACTUER'S
RECOMMENDATIONS.
18 - 24" COILED WIRE.
WATERPROOF CONNECTORS (2)
UVR PVC PIPE AND FITTINGS
FINISH GRADE
MAINLINE PIPE AND FITTINGS
LATERAL PIPE AND FITTINGS
1
2
3
4
5
6
7
1
2
3
4
6
7
5
L-7
Contractor to Field Verify All
Measurements and Confirm
Details to Provide Accurate Bid
2732 East Coast Highway, Suite A
Corona Del Mar, CA 92625
949.673.5450
Drawn By:KM
Sheet:
A
R D E N S T
U
D
I
O
D
E S I G N
G
HA
W
K
E
R
E
S
I
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N
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E
10
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a
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i
n
e
r
s
D
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i
v
e
,
N
e
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
0
01.09.2023
11.15.2022
12.12.2022 - Initial Meeting
Date:
Revisions:
APN: 117-663-02
PM:MP
Contact Email:
monica@gardenstudiodesign.com
SCALE: 1/8" =1'-0"
0'2'4'8'16'
SYMBOL ON PLANS REPRESENTS THE INSTALLATION OF ALL
OF THE EQUIPMENT SHOWN ON THE DETAIL ABOVE
WATER METER IS THE EXISTING UNIT. IRRIGATION POINT OF CONNECTION SHALL
BE MADE FROM THE SERVICE LINE TO THE HOUSE ISOLATION VALVE SHALL BE
INSTALLED ON THE IRRIGATION P.O.C.. IF REQUIRED PRESSURE REGULATOR SHALL
BE INSTALLED DOWNSTREAM OF BALL VALVE, IF REQUIRED IRRIGATION MAINLINE
SHALL BE ROUTED TO REMOTE CONTROL VALVES.
MAINLINE TO REMOTE CONTROL VALVES
PRESSURE REGULATOR, REQUIRED FOR
STATIC WATER PRESSURE OVER 80 PSI.
CONTRACTOR TO VERIFY WATER PRESSURE
PRIOR TO STARTING WORK.
BALL VALVE
WATER METER
SERVICE LINE TO HOUSE
M
A RESIDENTIAL CONNECTION
Scale: N.T.S.
1
2
3
4
5
1
2
3
5
4
AR
LF
ALIGN DRIP TUBING LATERALS
PARRALLEL TO THE CONTOURS
OF THE SLOPE
LINE FLUSHING VALVE
PLUMBED TO PVC
AREA PERIMETER
START CONNECTION
EXHAUST HEADER
COMPRESSION TEE
SUBSURFACE DRIP TUBING
per IRRIGATION LEGEND
AIR/VACUUM RELIEF VALVE
(PLUMBED to DRIP LINE ONE
AT EACH HIGH POINT)
BLANK TUBING CENTERED
ON MOUND OR BERM
SUPPLY HEADER
REMOTE CONTROL VALVE
AR
LF
PVC SUPPLY HEADER
TOP OF SLOPE
AIR/VACUUM RELIEF
ASSEMBLY
LINE FLUSHING VALVE
ASSEMBLY
PVC EXHAUST HEADER
TOE OF SLOPE
REMOTE CONTROL
VALVE
CONVENTIONAL
SPACING ON TOP 2/3 OF
SLOPE
CONVENTIONAL
SPACING PLUS 25% ON
BOTTOM 1/3 OF SLOPE
ALIGN DRIP TUBING
LATERALS PARRALLEL TO
THE CONTOURS OF THE
SLOPE
3"
2" MIN.
FINISHED GRADE IN TURF
AREAS
FINISHED GRADE IN SHRUB
AREAS
RAINBIRD ARV-100 VALVE KIT,
AIR / VACUUM RELIEF VALVE
PLASTIC ROUND VALVE BOX PER
IRRIGATION LEGEND,
SUBSURFACE DRIP TUBING
BRICK SUPPORTS
LANDSCAPE FABRIC
3/4" ROCK, 1 CUBIC FT.
RAINBIRD EASY FIT TEE,
MDCFTEE AND FPT
ADAPTER-MDCF75FPT
E DRIPPERLINE: IRREGULAR AREAS
Scale: N.T.S.
C DRIPPERLINE LAYOUT
Scale: N.T.S.
B DRIP AIR RELIEF VALVE
Scale: N.T.S.
2
3
4
5
6
7
8
9
10
2
3
4
5
6
7
8
910
2
3
4
5
6
7
8
9
2
3 4
5
6
798
2
3
4
5
6
7
8
9
6
5432
7
8
9
AV
ZONE FLUSH VALVE
PLUMBED TO PVC
AREA PERIMETER
SUBSURFACE IRRIGATION TUBING
PER IRRIGATION LEGEND
MANIFOLD CONNECTION
(PVC TO ELBOW)
SCH. 40 PVC FLUSH MANIFOLD
AIR/VACUUM RELIEF VALVE
(PLUMED TO GEOFLOW
TUBING AT EACH HIGH POINT)
COMPRESSION TEE
PVC SUPPLY MANIFOLD
REMOTE CONTROL VALVE
PER IRRIGATION LEGEND
FV
2
3
4
5
6
7
8
9
9
8
2
3
4
5
6
7
D DRIPPERLINE LAYOUT
Scale: N.T.S.
HOSE BIB PER IRRIGATION
LEGEND
THREADED COUPLER
SCH 80 NIPPLE
STAINLESS STEEL CLAMP
DURA PRE-ASSEMBLED
SWING JOINT WITH ONE
PIECE BRASS MIPT NIPPLE
#4 x 36" REBAR STAKES, 2
REQUIRED
LANDSCAPE FABRIC
3/4" DRAIN ROCK. FILL VALVE
BOX TO JUST BELOW LID
PLASTIC ROUND VALVE BOX
WITH COVER REMOVED.
FINISHED GRADE IN TURF
AREAS
IRRIGATION MAINLINE
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1111
L HOSE BIB Scale: N.T.S.
L-8
A. GENERAL NOTES B. FIELD OBSERVATIONS C. MATERIALS NOTES (CONTINUED)D. PLASTIC PIPE NOTES (CONTINUED)F. RECORD AND AS-BUILT DRAWINGS (CONT'D)
C. MATERIALS NOTES
D. PLASTIC PIPE NOTES E. IRRIGATION EQUIPMENT NOTES
F. RECORD AND AS-BUILT DRAWINGS
G. EQUIPMENT TO BE FURNISHED
L-9
Contractor to Field Verify All
Measurements and Confirm
Details to Provide Accurate Bid
2732 East Coast Highway, Suite A
Corona Del Mar, CA 92625
949.673.5450
Drawn By:KM
Sheet:
AR D E N S T
U
D
I
O
D
E S I G N
G
HA
W
K
E
R
E
S
I
D
E
N
C
E
10
0
7
M
a
r
i
n
e
r
s
D
r
i
v
e
,
N
e
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
0
01.09.2023
11.15.2022
12.12.2022 - Initial Meeting
Date:
Revisions:
APN: 117-663-02
PM:MP
Contact Email:
monica@gardenstudiodesign.com
SCALE: 1/8" =1'-0"
0'2'4'8'16'