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Attachment 4d
Landscape Planting Plan
SHRUBS CODE BOTANICAL / COMMON NAME CONT WATER USE QTY DETAIL
MUH RIG MUHLENBERGIA RIGENS / DEER GRASS 1 GAL MOD/LOW 8 2/L5001
PED BRA PEDILANTHUS BRACTEATUS / SLIPPER PLANT 1 GAL LOW 21 2/L5001
ANNUALS/PERENNIALS CODE BOTANICAL / COMMON NAME CONT WATER USE QTY DETAIL
AGA ATT AGAVE ATTENUATA / FOXTAIL AGAVE 1 GAL L/VL 16 2/L5001
HES PAR HESPERALOE PARVIFLORA / RED YUCCA 1 GAL L/VL 24 2/L5001
PUMP STATION PLANTING SCHEDULE
SHRUBS CODE BOTANICAL / COMMON NAME CONT WATER USE QTY DETAIL
BOU JOL BOUGAINVILLEA X `LA JOLLA` / LA JOLLA BOUGAINVILLEA 5 GAL LOW 15 2/L5001
CAR MAC CARISSA MACROCARPA / NATAL PLUM 1 GAL LOW 93 2/L5001
RHA IND RHAPHIOLEPIS INDICA / INDIAN HAWTHORN 5 GAL LOW 39 2/L5001
WEST CHANNEL PLANTING SCHEDULE
SYMBOL DESCRIPTION QTY DETAIL MATERIAL FORM COLOR SUPPLIER
BOULDER 7 3/L5001 DESERT SELECT 24" X 48"-
SOUTHWEST
BOULDER AND
STONE
BOULDER SCHEDULE
PLANTING NOTES
1.DRAWING IS DIAGRAMMATIC. VERIFY ALL LOCATIONS AND CONDITIONS ON SITE. COUNT ALL PLANT
MATERIAL BEFORE BIDDING.
2.CONTRACTOR SHALL REVIEW ALL UTILITY PLANS AND BE FAMILIAR WITH THE WORK OF OTHER
TRADES AND SUB-CONTRACTORS.
3.CONTRACTOR SHALL INSPECT ALL SITE CONDITIONS AND LOCATE ALL UTILITY LOCATIONS AND
APPURTENANCES IN THE FIELD PRIOR TO THE START OF WORK. ANY CONFLICTS OR
DISCREPANCIES WITH PLANT MATERIAL LOCATIONS SHALL BE BROUGHT TO THE ATTENTION OF
THE LANDSCAPE ARCHITECT IMMEDIATELY. THE CONTRACTOR SHALL ONLY MAKE THE NECESSARY
ADJUSTMENTS TO PLANT PLACEMENT WITH PRIOR APPROVAL OF THE OWNER'S AUTHORIZED
REPRESENTATIVE IN ORDER TO ACHIEVE OPTIMUM DESIGN INTENT.
4.IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR TO CONTACT
LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN WILL
RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE SUCH MATERIALS. CONTRACTOR TO VERIFY
EXACT QUANTITIES OF ALL PLANT MATERIAL NECESSARY.
5.ANY PLANT DEEMED NOT AVAILABLE BY THE CONTRACTOR SHALL BE NOTED IN PLANTING
SUBMITTAL ALONG WITH A PLANTING SUBSTITUTIONS IN ACCORDANCE WITH SPECIFICATIONS.
6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PESTS OR
PLANT DISEASES.
7.PRE-SELECTED OR 'TAGGED' MATERIAL MUST BE INSPECTED BY THE CONTRACTOR AND CERTIFIED
PEST AND DISEASE FREE. IT IS THE CONTRACTOR'S OBLIGATION TO WARRANTY ALL PLANT
MATERIALS.
8.CONTRACTOR SHALL CONFIRM SOURCE OF ALL PLANT MATERIAL. ALL PLANT MATERIAL OF SAME
SPECIES SHALL BE FROM A SINGLE SOURCE.
9.ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT ON SITE PRIOR TO
INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL AT THE
DISCRETION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTRUCTION.
10.MAINTENANCE PERIOD MAY NOT BEGIN UNTIL ALL SPECIFIED PLANTING AND IRRIGATION
MATERIALS ARE INSTALLED.
11.WORK BY OTHER TRADES, INCLUDING, BUT NOT LIMITED TO, GUARDRAIL INSTALLATION, LIGHTING,
AND EXTERIOR PAINTING, THAT MAY INTERFERE WITH INSTALLED PLANT MATERIAL MUST BE
COMPLETE PRIOR TO THE START OF PLANTING. CONTRACTOR SHALL BE RESPONSIBLE FOR
IN-KIND REPLACEMENT OF PLANT MATERIAL DAMAGED BY CONSTRUCTION ACTIVITY.
12.GRADES SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING OF PLANT
MATERIALS. PERFORM FINE GRADING IN ALL PLANTING AREAS AND COORDINATE FINISH GRADE
TO ALLOW MULCH AS INDICATED IN SPECIFICATIONS.
13.PLACEMENT AND LAYOUT OF PLANT MATERIALS SHOWN ON DRAWINGS IS DIAGRAMMATIC. THE
LAYOUT OF PLANT MATERIALS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION OF PLANT MATERIALS IN ACCORDANCE WITH SPECIFICATIONS.
14.AFTER PLANTING IS COMPLETE, FURNISH AND SPREAD MULCH OVER ENTIRE PLANTED AREA, IN
ACCORDANCE WITH SPECIFICATIONS, UNLESS OTHERWISE NOTED ON DRAWINGS. CONTRACTOR
SHALL PROVIDE THE AMOUNT OF MULCH AND/OR DECORATIVE ROCK NECESSARY TO COVER THE
ENTIRE PLANTING AREA AND ALL AREAS NOT IDENTIFIED AS TURF OR PAVING AREAS ON
DRAWINGS AND SPECIFICATIONS.
15.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLANT ESTABLISHMENT ON THE ENTIRE SITE FOR
THE DURATION OF THE CONTRACT AND PLANT ESTABLISHMENT PERIOD, AS INDICATED IN THE
SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ALL WATERING, MOWING, EDGING, TRIMMING,
PRUNING, WEEDING, FERTILIZING, AND KEEPING ALL PLANT MATERIAL (BOTH EXISTING AND NEW)
IN HEALTHY GROWING CONDITIONS AND NEAT AND ATTRACTIVE IN APPEARANCE. REPLACE ALL
DEAD AND/OR DAMAGED PLANT MATERIAL ON A WEEKLY BASIS.
A
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DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
FDS
APRIL 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
L0001
45
PLANTING NOTES & SCHEDULES
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
PLANTING UPDATES 20230314
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
DRIP CONTROL ZONE KIT
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. INCLUDES BALL VALVE WITH VALVE AND
PRESSURE REGULATING BASKET FILTER. VALVE SZE
INDICATED ON PLANS. MINIMUM OPERATIONAL FLOW OF 0.3
GPM. RAIN BIRD XCZ-100-PRB-COM OR APPROVED EQUAL.
3 4/L5003
LATERAL TO DRIPLINE TRANSITION
PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP
TUBING.
4 1/L5003
DRIP FLUSH VALVE
DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER. RAIN BIRD MDCFCAP OR APPROVED EQUAL.
2 2/L5003
DRIP SYSTEM OPERATION INDICATOR
INSTALL INLINE WITH DRIP TUBING. RAIN BIRD OPERIND OR
APPROVED EQUAL.
3 3/L5003
AREA TO RECEIVE DRIPLINE
0.6 GPH EMITTERS AT 12" O.C. DRIPLINE
SUB-SURFACE DRIPLINE WITH INTEGRATED CHECK VALVE
FOR USE WITHOUT AIR RELIEF VALVE.. 0.6 GPH EMITTERS AT
12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. RAIN BIRD
XFS-CV OR APPROVED EQUAL. FITTINGS BY SAME
MANUFACTURER.
849.2 S.F.1/L5003
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
QUICK-COUPLING VALVE
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE
BODY. RAIN BIRD 44-LRC OR APPROVED EQUAL.
2 4/L5002
SHUT OFF BALL VALVE
BRASS SHUT OFF BALL VALVE, SAME SIZE AS MAINLINE PIPE.
MATCO-NORCA 759 OR APPROVED EQUAL.
1 3/L5004
PRIMARY VALVE 1"
NORMALLY CLOSED BRASS PRIMARY VALVE THAT PROVIDES
DIRTY WATER PROTECTION AND 3-WAY SOLENOID DESIGN.
MATCH MAINLINE SIZE. BUCKNER-SUPERIOR 3000 OR
APPROVED EQUAL.
1 5/L5002
REDUCED PRESSURE BACKFLOW PREVENTER 3/4"
FEBCO 825Y OR APPROVED EQUAL.1 3/L5002
IRRIGATION CONTROLLER
SMART CONTROLLER WITH ET AND FLOW SENSING
CAPABILITY. MINIMUM 4 STATION CAPACITY.
1 1/L5004
WIRELESS RAIN SENSOR
SENSOR AND RECEIVER UNIT TO BE FULLY COMPATIBLE
WITH IRRIGATION CONTROLLER. FINAL LOCATION TO BE
DETERMINE BY OWNER`S AUTHORIZED REPRESENTATIVE
1 2/L5004
FLOW SENSOR
1" FLOW SENSOR, BRASS MODEL. OPERATING RANGE 2.0
GPM TO 40.0 GPM. RAIN BIRD FS-100-B OR APPROVED
EQUAL.
1 5/L5002
POINT OF CONNECTION
SEE CIVIL DRAWINGS FOR POC.1
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 37.6 L.F.1/L5002
IRRIGATION MAINLINE: PVC SCHEDULE 80 132.3 L.F.1/L5002
PIPE SLEEVE: PVC SCHEDULE 40 40.9 L.F.2/L5002
F
DI
PV
BF
C
RS
FS
XX
PUMP STATION IRRIGATION EQUIPMENT SCHEDULE
SYMBOL DESCRIPTION QTY
SHRUB SPRAY RESTORATION
EXISTING SHRUB SPRAY ZONE, EXISTING TORO 570-PRX
HEADS. PROTECT IN PLACE OR RESTORE IN KIND. RESTORE
FUNCTIONALITY AND ENSURE HEAD-TO-HEAD COVERAGE.
ADJUST HEADS TO ELIMINATE OVERSPRAY BEYOND
PLANTING AREA.
1,843 S.F.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
(E) CONTROL VALVE
EXISTING IRRIGATION CONTROL VALVE. PROTECT IN PLACE
OR REPLACE IN KIND.
1
(E) MAINLINE
EXISTING MAINLINE 1
IRRIGATION MAINLINE: PVC SCHEDULE 80 2.5 L.F.1/L5002
XX
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
WEST CHANNEL IRRIGATION RESTORATION
CRITICAL ANALYSIS
Generated:2022-07-13 17:37
P.O.C. NUMBER: 01
Water Source Information:See Civil Drawings for POC.
FLOW AVAILABLE
Custom Max Flow:12 GPM
Flow Available 12 GPM
PRESSURE AVAILABLE
Static Pressure at POC:45.00 PSI
Pressure Available:45.00 psi
DESIGN ANALYSIS
Maximum Station Flow:4.62 GPM
Flow Available at POC:12 GPM
Residual Flow Available:7.38 GPM
Critical Station:3
Design Pressure:20 PSI
Friction Loss:0.06 PSI
Fittings Loss:0.01 PSI
Elevation Loss:0 PSI
Loss through Valve:3.37 PSI
Pressure Req. at Critical Station:23.44 PSI
Loss for Fittings:0.12 PSI
Loss for Main Line:1.2 PSI
Loss for POC to Valve Elevation:0 PSI
Loss for Backflow:11.52 PSI
Loss for Master Valve:0.13 PSI
Critical Station Pressure at POC:36.41 PSI
Pressure Available:45 PSI
Residual Pressure Available:8.59 PSI
NUMBER MODEL SIZE TYPE GPM HEADS DESIGN PSI PSI PSI @ POC PRECIP
1 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIPLINE 2.70 269.7 L.F.20 21.95 33.14 1.53 in/h
2 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIPLINE 4.62 461.6 L.F.20 23.69 36.41 1.25 in/h
3 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIPLINE 4.37 436.1 L.F.20 23.44 36.41 1.28 in/h
VALVE SCHEDULE
GENERAL IRRIGATION NOTES
1. THE IRRIGATION CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE SPECIFICATIONS FOR THIS AND RELATED WORK PRIOR TO
CONSTRUCTION, AND SHALL BECOME FAMILIAR WITH EQUIPMENT MANUFACTURERS' PUBLISHED INSTRUCTIONS AND SPECIFICATIONS.
2. IRRIGATION SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE AND MAXIMUM FLOW DEMAND SHOWN ON IRRIGATION
DRAWINGS AT THE POINT-OF-CONNECTION. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT DIFFERENCES BETWEEN WATER
PRESSURE INDICATED ON DRAWINGS AND ACTUAL PRESSURE READING AT IRRIGATION POINT-OF-CONNECTION TO OWNER'S AUTHORIZED
REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, CONTRACTOR ASSUMES
RESPONSIBILITY FOR REVISIONS.
3. IRRIGATION CONTRACTOR SHALL COORDINATE FINAL ELECTRICAL CONNECTION TO AUTOMATIC CONTROLLER. ALL WORK TO BE
COMPLETED IN ACCORDANCE WITH APPLICABLE ELECTRIC CODES. PROVIDE ELECTRICAL POWER OUTLET AT THE CONTROLLER.
4. THIS PLAN IS DIAGRAMMATIC. PIPING, VALVES, ETC. MAY BE SHOWN OUT OF PLANTED AREAS OR WITHIN PAVED AREAS FOR DESIGN
CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS PER DESIGN INTENT. AVOID CONFLICTS BETWEEN IRRIGATION SYSTEM,
PLANTING AND ARCHITECTURAL FEATURES.
5. AVOID PLACING VALVE BOXES WITHIN ACTIVE AREAS. EXACT CLEAR DISTANCE REQUIRED FROM ACTIVE AREAS SHALL BE VERIFIED PRIOR TO
CONSTRUCTION. DO NOT PLACE VALVE BOXES IN LOW AREAS.
6. IRRIGATION SYSTEM NOT TO BE INSTALLED AS INDICATED ON DRAWINGS WHEN IT IS OBVIOUS IN FIELD THAT OBSTRUCTIONS, GRADE
DIFFERENCES OR AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. BRING SUCH OBSTRUCTIONS OR
DIFFERENCES TO THE ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE. IN EVENT THIS NOTIFICATION IS NOT PERFORMED,
CONTRACTOR ASSUMES RESPONSIBILITY FOR REVISIONS.
7. INSTALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE JOINT RESTRAINTS MAINLINE PIPE THROUGHOUT. USE TEFLON TAPE
ON ALL PVC MALE PIPE THREADS. INCLUDE DETAILS FOR ALL MAJOR SYSTEM COMPONENTS.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH GRADE DIFFERENCES, AND LOCATION OF WALLS, RETAINING WALLS,
ETC., AND MUST COORDINATE WORK WITH GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR LOCATION AND INSTALLATION OF
PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND COORDINATING ALL PIPE SLEEVES AND SEPARATE CONTROL WIRE SLEEVES,
INCLUDING SLEEVES WITHIN PAVING AND AT EXPANSION JOINTS. ALL SLEEVES MUST BE FULLY COORDINATED WITH STRUCTURAL CONCRETE
AND PAVING CONTRACTORS PRIOR TO THE INSTALLATION OF PAVING.
10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF UNSIZED LATERAL IS LOCATED BETWEEN TWO
IDENTICALLY SIZED SECTIONS THE UNSIZED SECTION SHALL BE OF THE SAME SIZE. IN NO CASE SHALL A SECTION OF PIPE BE SMALLER THAN
ANY DOWNSTREAM SECTION LOCATED ON THE SAME LATERAL RUN.
11. THE IRRIGATION CONTRACTOR SHALL TURN OVER ALL OPERATING KEYS AND SERVICING TOOLS NEEDED FOR COMPLETE ACCESS,
ADJUSTMENT, AND REPAIR OF ALL IRRIGATION SYSTEM COMPONENTS TO THE OWNER, AS STATED IN SPECIFICATIONS.
DRIP IRRIGATION NOTES
1. PROVIDE DRIP TUBING TO ALL PLANT MATERIAL SERVED BY DRIP IRRIGATION SYSTEM IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES.
2. DRIP EMITTER ZONING IS INTENDED TO IRRIGATE PLANT MATERIAL BY PLANT TYPE IN ORDER TO APPLY APPROPRIATE AMOUNTS OF WATER
AS NEEDED FOR PROPER PLANT GROWTH AND PLANT CARE. EXCEPTIONS TO PLANT MATERIAL SYSTEM SEPARATIONS WOULD BE NOTED ON
PLANS.
3. VERIFICATION OF PLANT MATERIAL QUANTITIES AND NUMBER OF EMITTERS PER VALVE STATION IS THE RESPONSIBILITY OF THE
CONTRACTOR.
4. DRIP IRRIGATION LINES ARE SHOWN DIAGRAMMATICALLY, FOR CLARITY. INSTALL ALL PIPING IN LANDSCAPE PLANTING AREAS.
5. INSTALL POLYETHYLENE DRIP TUBE WITHIN PVC SLEEVE WHEN ROUTING UNDER PAVED SURFACES OR THROUGH PLANTER WALLS.
6. REFER TO PLANTING LEGEND FOR PLANT MATERIAL NAMES, ABBREVIATIONS, SPECIFIC SIZES, ON-CENTER SPACING AND ADDITIONAL
INFORMATION.
7. PROVIDE ONE (1) FLUSH/TEST-VALVE ASSEMBLY AS SHOWN ON PLAN, AND IN EACH PLANTER OR DRIP SECTION AS RECOMMENDED BY
TUBING MANUFACTURER. LOCATE FLUSH/TEST-VALVE ASSEMBLY BOXES ADJACENT TO PLANTING BORDERS OR PAVING EDGES FOR
MAINTENANCE CONVENIENCE IF POSSIBLE.
8. THE MAXIMUM VELOCITY THROUGH LATERAL PIPE & DRIPLINE MUST NOT EXCEED 5 FEET PER SECOND. DUE TO THE SCHEMATIC NATURE OF
THE DRIP IRRIGATION LAYOUT THE CONTRACTOR IS RESPONSIBLE TO VERIFY FLOWS THROUGH ALL DRIP ZONE LATERALS AND VALVES.
9. A SINGLE DRIPLINE TUBE, OR COMBINATION OF SEVERAL DRIPLINE TUBES ORIGINATING FROM ONE DRIPLINE TUBE, MUST NOT EXCEED
MAXIMUM RUN AS PUBLISHED BY DRIPLINE MANUFACTURER.
10. THOROUGHLY FLUSH LATERALS BEFORE MAKING CONNECTIONS. FLUSH DRIPLINE TUBING DURING CONNECTION OF FITTINGS. FLUSH
THROUGH FLUSH VALVE AFTER MAKING CONNECTIONS, FOLLOWING MANUFACTURER'S RECOMMENDATIONS.
11. SUPPLY HEADERS AND EXHAUST HEADERS MADE OF DRIPLINE MAY BE SUBSITUTED FOR PVC HEADERS PROVIDED THE WATER DEMAND
SERVED BY THE HEADER IS LESS THAN 5 GPM.
12. OBSERVE AND RECORD OPERATING PRESSURE AT EACH FLUSH/TEST VALVE.
WATER SOURCE
WATER QUALITY: POTABLE
PURVEYOR: CITY OF NEWPORT BEACH
PROJECT TYPE
PUMP STATION: NEW PUBLIC AGENCY DEVELOPMENT
WEST CHANNEL: REHABILITATION OF EXISTING
LANDSCAPE AREA
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DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
L0002
46
IRRIGATION NOTES & SCHEDULES
& CALCULATIONS
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
CALTRANS R.O.W.
SCREEN WALL, SEE ARCH DWGS
LOW RETAINING WALL, SEE CIVIL DWGS
(E) CATCH BASIN
CONCRETE PAVING, SEE CIVIL DWGS
K-101
SCREEN WALL, SEE ARCH DWGS
LOW RETAINING WALL, SEE CIVIL DWGS
PACI
F
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C
O
A
S
T
H
I
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H
W
A
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CATCH BASIN, SEE CIVIL
GUARD RAIL, SEE ARCH DWGS
AGA ATT
1 GAL
13
DOMESTIC BACKFLOW, SEE CIVIL DWGS
IRRIGATION BACKFLOW, SEE
SHEET L1003
PED BRA
1 GAL
15
HES PAR
1 GAL
10
MUH RIG
1 GAL
2
AGA ATT
1 GAL
3
PED BRA
1 GAL
6
MUH RIG
1 GAL
6
HES PAR
1 GAL
14
10'20'0'10'
SCALE: 1" = 10'
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DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
FDS
APRIL 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
Underground Service Alert
TWO WORKING DAYS BEFORE YOU DIG
Call:811
L1001
47
PLANTING PLAN - PUMP STATION
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
PLANTING UPDATES 20230314
(E) BUS STOP, PROTECT IN PLACE
(E) SPRINKLER CONTROL
(CONTRACTOR VERIFY
FUNCTIONALITY)
(E) IRRIGATION CONTROLLER
ABANDONED MANHOLE, SEE DEMO PLANS
(E) COMMUNICATIONS VAULT
(E) FENCE
(E) ASPHALTIC CURB
(E) VALVE VAULT
CAR MAC
1 GAL
96
RHA IND
5 GAL
38
BOU JOL
5 GAL
15FORCE MAIN ACCESS
VAULT, SEE CIVIL DWGS
10'20'0'10'
SCALE: 1" = 10'
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B
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D
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F
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n
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A
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A
U
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-
3
0
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0
1
6
8
7
-
O
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D
–
5
-
6
7
B
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y
B
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g
e
P
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a
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P
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F
i
l
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D
S
3
\
A
u
t
o
C
A
D
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S
H
E
E
T
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\
L
a
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d
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c
a
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\
5
-
6
7
-
L
1
0
0
2
.
d
w
g
DA
T
E
:
J
a
n
1
2
,
2
0
2
3
5
:
4
4
p
m
U
S
E
R
:
J
e
n
k
i
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s
I
DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
Underground Service Alert
TWO WORKING DAYS BEFORE YOU DIG
Call:811
L1002
48
PLANTING PLAN - WEST CHANNEL
RESTORATION
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
PACI
F
I
C
C
O
A
S
T
H
I
G
H
W
A
Y
1BFPV
DI
DI DI
F
F
CRS
14.16
1"
34.37
1"
1"
CALTRANS R.O.W.
IRRIGATION CONTROLLER, MOUNT TO INSIDE
FACE OF WALL - SEE ELECT DWGS FOR 120
VAC SUPPLY
CATCH BASIN,
SEE CIVIL DWGS
WIRELESS RAIN SENSOR, LOCATION TBD
BY OWNER'S AUTHORIZED REPRESENTATIVE
24.62
1"
DOMESTIC BACKFLOW, SEE CIVIL DWGS
IRRIGATION BACKFLOW
PREVENTER ENCLOSURE
FS
NOTE:
SEE SHEET L0002 FOR
IRRIGATION LEGEND AND
NOTES
I HAVE COMPLIED WITH
THE CRITERIA OF THE
ORDINANCE AND APPLIED
THEM ACCORDINGLY FOR
THE EFFICIENT USE OF
WATER IN THE IRRIGATION
DESIGN PLAN.
10'20'0'10'
SCALE: 1" = 10'
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
C
:
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A
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C
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o
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A
U
S
-
3
0
0
0
1
6
8
7
-
O
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D
–
5
-
6
7
B
a
y
B
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P
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n
\
P
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F
i
l
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\
D
S
3
\
A
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o
C
A
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H
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L
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d
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a
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\
5
-
6
7
-
L
1
0
0
3
.
d
w
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DA
T
E
:
J
a
n
1
2
,
2
0
2
3
5
:
4
6
p
m
U
S
E
R
:
J
e
n
k
i
n
s
I
DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
Underground Service Alert
TWO WORKING DAYS BEFORE YOU DIG
Call:811
L1003
49
IRRIGATION PLAN - PUMP STATION
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
2
1"
(E) CONTROL VALVE & VAULT,
PROTECT IN PLACE
R.O.W.
RESTORE/RETROFIT (E) SPRAY ZONE
(E) VALVE VAULT
PACIFI
C
C
O
A
S
T
H
I
G
H
W
A
Y
BIKE PAT
H
IRRIGATION CONTROLLER
FORCE MAIN ACCESS
VAULT, SEE CIVIL DWGS
NOTE:
SEE SHEET L0002 FOR
IRRIGATION LEGEND AND
NOTES
I HAVE COMPLIED WITH
THE CRITERIA OF THE
ORDINANCE AND APPLIED
THEM ACCORDINGLY FOR
THE EFFICIENT USE OF
WATER IN THE IRRIGATION
DESIGN PLAN.
CONTRACTOR SHALL RETROFIT IRRIGATION SYSTEM AT WEST CHANNEL
RESTORATION AREA. PROTECT EXISTING EQUIPMENT AND PIPING IN
PLACE AND REPAIR ANY DAMAGED COMPONENTS IN KIND. ADJUST
EXISTING SPRAYHEADS AND ADD ADDITIONAL HEADS AS NEEDED TO
ENSURE HEAD-TO-HEAD COVERAGE AND TO ELIMINATE OVERSPRAY OF
NON-PLANTED AREAS.
10'20'0'10'
SCALE: 1" = 10'
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
C
:
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o
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\
A
U
S
-
3
0
0
0
1
6
8
7
-
O
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D
–
5
-
6
7
B
a
y
B
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g
e
P
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p
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a
t
i
o
n
\
P
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F
i
l
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s
\
D
S
3
\
A
u
t
o
C
A
D
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H
E
E
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S
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L
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a
p
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\
5
-
6
7
-
L
1
0
0
4
.
d
w
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DA
T
E
:
J
a
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1
2
,
2
0
2
3
5
:
5
1
p
m
U
S
E
R
:
J
e
n
k
i
n
s
I
DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
Underground Service Alert
TWO WORKING DAYS BEFORE YOU DIG
Call:811
L1004
50
IRRIGATION PLAN - WEST CHANNEL
RESTORATION
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
PAVING EDGE, CURB,
BUILDING OR EDGING
"L"
"L"=SPACING AS CALLED FOR IN PLANTING PLAN
"L"
"L"
1/
2
"
L
"
PLANT LOCATION TYP
TRIANGULAR SPACING
SCALE:1 1/2" = 1'-0"L5001
1
2X ROOTBALL DIA.
3"
SHRUB - CENTER
IN PLANTING PIT
AMENDED TOPSOIL
(TYP)
SCARIFY BOTTOM
AND SIDES OF
PLANTING PIT.
3" MULCH IN ALL
SHRUB AREAS
EXCEPT TOP OF
ROOTBALL
FINISH GRADE
PLANTING TABLETS.
PLACE IN PIT 2/3 UP
FROM PIT BOTTOM.
SEE SPECIFICATIONS.
AMENDED BACKFILL.
SEE SPECIFICATIONS.
SET TOP OF ROOTBALL
1" ABOVE ADJ.
FINISHED GRADE AND
SLOPE FOR DRAINAGE
SUBGRADE -
UNDISTURBED OR
90% COMPACTED
TYPICAL SHRUB PLANTING
SCALE:1/2" = 1'-0"L5001
2
NOTES:
1.LANDSCAPE ARCHITECT TO REVIEW PLACEMENT
AND ORIENTATION OF ALL BOULDERS.
2.BURY BOULDER 1/3 OF ITS HEIGHT, TYP.
3.SET BOULDER LEVEL ON SLOPES.
1/
3
MA
S
S
M
I
N
2/
3
M
A
S
S
MA
X
BOULDER (TYP)
6" SAND LEVELING BED (TYP)
COMPACTED SUBGRADE
PER GEOTECH REPORT
(TYP)
TYPICAL BOULDER PLACEMENT
SCALE:1" = 1'-0"L5001
3
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
C
:
\
U
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j
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s
i
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A
C
C
D
o
c
s
\
A
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c
a
d
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\
A
U
S
-
3
0
0
0
1
6
8
7
-
O
C
S
D
–
5
-
6
7
B
a
y
B
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i
d
g
e
P
u
m
p
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i
o
n
\
P
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o
j
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c
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F
i
l
e
s
\
D
S
3
\
A
u
t
o
C
A
D
\
S
H
E
E
T
S
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L
a
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d
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a
p
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\
5
-
6
7
-
L
5
0
0
1
.
d
w
g
DA
T
E
:
J
a
n
1
2
,
2
0
2
3
5
:
1
4
p
m
U
S
E
R
:
J
e
n
k
i
n
s
I
DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
L5001
51
PLANTING DETAILS
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
NOTES:
1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES
2. BUNDLE & TAPE CONTROL WIRES AT 10' INTERVALS
3. TIE A LOOSE 24" LOOP IN WIRING AT CHANGE OF DIRECTION GREATER
THAN 30'. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE.
4. UNDER PAVED AREAS, ALL PRESSURE LINES & WIRES SHALL BE SLEEVED
W/ SCH. 80 PVC PIPE & SHALL BE 24" MIN IN DEPTH.
5. INSTALL ALL CONTROL WIRES ON UNDERSIDE OF MAINLINE PIPE
6. PIPE DEPTH FOR PRESSURE MAINLINE SHALL BE 18" MIN.
7. PIPE DEPTH FOR ALL NON-PRESSURE LATERAL LINES SHALL BE 12" MIN.
WALK, PAVEMENT, OR OTHER
STRUCTURE
FINISH GRADE
LATERAL LINE
ELECTRICAL CONDUIT FOR
WIRING
PRESSURE MAIN LINE
CLEAN SAND BACKFILL (IF
INDICATED). MIN. BACKFILL
RELATIVE COMPACTION SHALL
BE 90%
6" MIN
12
"
M
I
N
18
"
M
I
N
2" MIN
6" MIN
TYPICAL PIPE TRENCHING
SCALE:1" = 1'-0"L5002
1
NOTES:
1.SEE IRRIGATION LEGEND FOR MAINLINE SIZE AND TYPE.
2.ALL SLEEVES SHALL BE SCH. 80 PVC PIPE.
3.ALL SLEEVES SHALL EXTEND 6" BEYOND THE EDGE OF PAVEMENT.
4.END OF SLEEVES SHALL BE LOCATED WITH A WOODEN STAKE OR
PVC PIPE. LOCATORS SHALL RUN CONTINUOUSLY FROM THE END
OF THE SLEEVE TO FINISHED GRADE.
3'
-
0
"
PAVED SURFACE
BASE COURSE
CLEAN BACKFILL, 95%
RELATIVE COMPACTION
UNDER PAVING OR PER
GEOTECH REPORT.
CONTROL WIRE SLEEVE TO
BE TWO TIMES THE
DIAMETER OF CONTROL
WIRE BUNDLE
MAINLINE SLEEVE TO BE
TWO TIMES THE DIAMETER
OF THE PRESSURIZED
MAINLINE PIPE.
NON-PRESSURIZED LINE
SLEEVE BE TWO TIMES
THE DIAMETER OF THE
LATERAL LINE.
TYPICAL PIPE SLEEVING
SCALE:1" = 1'-0"L5002
2
NOTE:
REDUCED PRESSURE BACKFLOW ASSEMBLE SHALL
BE LOCATED IN SHRUB AREAS TO ACHIEVE VISUAL
SCREENING. FINAL LOCATION TO BE DETERMINED
BY LANDSCAPE ARCHITECT. CONTRACTOR TO PAINT
BACKFLOW GREEN.
PEA GRAVEL
2500 PSI CONCRETE PAD
TO SUPPORT ENCLOSURE.
SIZE AND ANCHOR BOLTS
PER ENCLOSURE SPECS.
PLAN
REDUCED PRESSURE BACKFLOW
CONCRETE THRUST BLOCK,
1 CUFT
PVC SCH 80 MAINLINE,
TYP BOTH SIDES
PVC SCH 80 MALE ADAPTER,
BRASS COUPLING, AND BRASS
NIPPLE. TYP BOTH SIDES.
PEA GRAVEL
BRASS UNION, LINE SIZED.
TYP BOTH SIDES.
BRASS PIPES, NIPPLES, &
FITTINGS. TYP.
SECTION A
A
-
VANDAL RESISTANT STEEL
ENCLOSURE. SIZE AS NECESSARY.
SEE SPECIFICATIONS.
TYPICAL BACKFLOW PREVENTER
SCALE:1/2" = 1'-0"L5002
3
NOTE:
BOX SHALL BE FLUSH
WHEN ADJACENT TO TURF
OR HARDSCAPE, 1 1/2"
ABOVE F.G. IN
GROUNDCOVER AREAS
ROUND VALVE BOX W/
LOCKING COVER. BRANDED
"QC' ON COVER
QUICK COUPLER UNIT AS
SPECIFIED
PAVED SURFACE
PRESSURE MAINLINE
PVC TEE
PVC SCH 40 PIPE
PVC SCH 40 MALE ADAPTER
1 CU. FT. CONC. THRUST
BLOCK
BRASS 90° ELL
BRASS NIPPLE , TYP 2
PLACES
BRASS COUPLING
BRASS NIPPLE18
"
FINISHED GRADE
3-INCH MIN DEPTH 3/4-INCH
WASHED GRAVEL
18"
TYPICAL QUICK COUPLER VALVE
SCALE:1 1/2" = 1'-0"L5002
4
FLOW
10X PIPE DIA.
18
"
M
I
N
I
M
U
M
B
E
L
O
W
G
R
A
D
E
.
5X PIPE DIA.
NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA.
PLASTIC BRANDED VALVE BOX W/ LOCKABLE LID.
BRANDED "RCV" AND STATION NUMBER ON LID.
SET FIRMLY ON PEA GRAVEL.
FINISHED GRADE
SCHEDULE 80 NIPPLES, VALVE INLET SIZE
FLOW SENSOR AS SPECIFIED
WATERPROOF SPLICE KIT, TYP
CABLE TO CONTROLLER, CONNECT PER
MANUFACTURER REQUIREMENTS
PVC MAIN LINE
TO BACKFLOW
DEVICE
MASTER CONTROL
VALVE AS
SPECIFIED
WATERPROOF SPLICE
KIT, 30" LOOPED WIRES
SCH. 80 NIPPLES,
VALVE INLET SIZE
REDUCER AS
REQUIRED
TYPICAL MASTER VALVE/FLOW SENSOR ASSEMBLY
SCALE:1 1/2" = 1'-0"
3" MINIMUM DEPTH
3/4" WASHED GRAVEL
AT BOTTOM OF EACH BOX:
1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP
SIDES, OVER 6"X2"X16" CONCRETE BLOCK
CAPS, ONE EACH SIDE (TWO PER BOX)
L5002
5
EDGE OF WALK, CURB, WALL, ETC.PLANTING AREA
TYPICAL VALVE BOX PLACEMENT
SCALE:1" = 1"L5002
6
NOTE:
MAXIMUM WIRE SIZES PER CONNECTOR
ARE THREE # 14'S OR TWO #12'S.
1.STRIP WIRES 1/2" FROM ENDS.
2.APPLY SCOTCHLOK Y SPRING
CONNECTOR IN A CLOCKWISE
DIRECTION.
3.INSERT SPLICE TO BOTTOM
OF GEL-FILLED TUBE. CHECK
TO MAKE SURE CONNECTOR
HAS BEEN PUSHED PAST
LOCKING FINGERS AND IS
SEATED AT BOTTOM OF TUBE.
4.POSITION WIRES IN WIRE
CHANNELS AND CLOSE
INSULATOR TUBE COVER.
1/2"
TYPICAL WIRE SPLICE KIT
SCALE:1" = 1"L5002
7
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
C
:
\
U
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s
i
\
A
C
C
D
o
c
s
\
A
r
c
a
d
i
s
\
A
U
S
-
3
0
0
0
1
6
8
7
-
O
C
S
D
–
5
-
6
7
B
a
y
B
r
i
d
g
e
P
u
m
p
S
t
a
t
i
o
n
\
P
r
o
j
e
c
t
F
i
l
e
s
\
D
S
3
\
A
u
t
o
C
A
D
\
S
H
E
E
T
S
\
L
a
n
d
s
c
a
p
e
\
5
-
6
7
-
L
5
0
0
2
.
d
w
g
DA
T
E
:
J
a
n
1
2
,
2
0
2
3
5
:
1
5
p
m
U
S
E
R
:
J
e
n
k
i
n
s
I
DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
L5002
52
IRRIGATION DETAILS 1
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
3
3
4
4
2
1
2
1 MULCH
FINISH GRADE
POPUP OPERATION INDICATOR
SUBSURFACE DRIPLINE REFER
TO IRRIGATION SCHEDULE
NOTE
INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING.
DRIPLINE OPERATION INDICATOR
SCALE:1" = 1"L5003
3
PVC SCH 40 ELL
MAINLINE PIPE
PVC SCH 40 TEE OR ELL
PVC SCH 80 NIPPLE AND PVC
SCH 40 ELL
PVC SCH 80 NIPPLE
(LENGTH AS RE4UIRED)
FINISHED GRADE
PLASTIC BRANDED VALVE BOX W/
LOC.ABLE LID. BRANDED "RCV" AND
STATION NUMBER ON LID.
30INCH LINEAR LENGTH OF
WIRE, COILED
DRISPLICE WATERPROOF
CONNECTION.
PVC SCH 80 TRUE UNION BALL
VALVE
ID TAG, STAMPED. SEE
SPECIFICATIONS
REMOTE CONTROL VALVE
PVC SCH 80 NIPPLE, CLOSE
3INCH MIN DEPTH 3/4INCH
WASHED GRAVEL
LATERAL PIPE
BAS.ET FILTER AND PRESSURE
REGULATOR
PVC SCH 40 FEMALE ADAPTER
TYPICAL DRIP CONTROL ZONE ASSEMBLY
SCALE:1" = 1"L5003
4
LATERAL FLOW PER 100 FT (GPM)
EMITTER FLOW RATE
GRID PRECIPITATION RATES (IN/HR)
MAX GPM PSI LOSS
SCHEDULE 40 PVC HEADER SIZE
POLY PIPE HEADER SIZE
MAXIMUM FLOW PER ZONE
EMITTER FLOW RATE GPH
12" SPACING
PSI
MAXIMUM LATERAL LENGTH (FEET)
CURVED POLYGON
HOURGLASS SHAPED
F
F
ODD SHAPED
F
POLYGON SHAPED
F
DOGBONE SHAPED
F
F
CORNER SHAPED
F
"C" SHAPED
F
PVC MAINLINE.
PIPE.
3/4" PVC LATERAL
TYPICAL
COMPRESSION
FITTING.
CENTER FEED EXAMPLEEND FEED EXAMPLE
FLUSH VALVE OR CAP
AT LOW END, AS
NOTED.
TYPICAL DRIP LINE
WITH EMITTER
SPACING AS NOTED.
TIE DOWN STA.E AT
ALL TEES, ELLS, AND
AT 4
O.C. AT CLAY, 3
O.C. AT LOAM, OR 2
O.C. AT SAND.
TYPICAL FPT ADAPTER AND
COMPRESSION COUPLER.
DRIP VALVE / FILTER /
REGULATOR.
TYPICAL OFFSET
2" FROM
HARDSCAPE, 4"
FROM PLANTED
AREA.
TYPICAL OFFSET 2" FROM
HARDSCAPE, 4" FROM
PLANTED AREA.
DRIPLINE SPACING AS
NOTED. EMITTERS
OFFSET FOR
TRIANGULAR SPACING.
POLYETHYLENE OR PVC HEADER
MANIFOLD, SIZE AS PER "MAXIMUM
FLOW PER ZONE" CHART.
MA
X
I
M
U
M
L
E
N
G
T
H
O
F
S
I
N
G
L
E
LA
T
E
R
A
L
,
S
E
E
C
H
A
R
T
.
MA
X
I
M
U
M
L
E
N
G
T
H
O
F
S
I
N
G
L
E
LA
T
E
R
A
L
,
S
E
E
C
H
A
R
T
.
0.6 GPM
18" SPACING 24" SPACING
0.6 GPM 0.6 GPM
12
24
30
30
12
12
1
30
434
4
1
1
218
442
0
62
218
218
EMITTER
SPACING
LATERAL
SPACING 0.6
12
18
24
12
18
24
0. 6
0.6
0.28
EMITTER
FLOW
12"
SPACING
18"
SPACING
24"
SPACING
0.6 GPH 1.0 GPM 0.6 GPM 0. GPM
1/2"
3/4"
1"
11/2"
2"
10
20
30
40
0
60
4. GPM
8.3 GPM
13. GPM
33. GPM
2.4 GPM
. PSI
.6 PSI
4.2 PSI
2. PSI
1. PSI
1/2"
3/4"
1"
11/2"
2"
4. GPM
8.3 GPM
13. GPM
33. GPM
2.4 GPM
8.8 PSI
6.3 PSI
4.8 PSI
2. PSI
2.2 PSI
PVC SCH 40 TELL OR ELL
PVC MANIFOLD LINE
EASY FIT COMPRESSION
ADAPTER.
EASY FIT COMPRESSION
COUPLING
LANDSCAPE DRIPLINE TUBING
SLOPED CONDITION NOTE
1.DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE.
2.INSTALL AIR RELIEF VALVE AT HIGHEST POINT.
3.NORMAL SPAVING WITHIN THE TOP 2/3 OF SLOPE.
4.INSTALL DRIPLINE AT 2 GREATER SPACING AT BOTTOM 1/3 OF SLOPE.
.WHEN ELEVATION CHANGE IS 10 FT OF MORE, ZONE BOTTOM 1/3 OF SLOPE ON SEPARATE VALVE.
EXAMPLE CONFIGURATIONS
FLUSH VALVE
PVC MANIFOLD LINE WITH PVC TEE
LANDSCAPE DRIPLINE TUBING
WATER SOURCE DRIP VALVE OR
LATERAL FROM VALVE
MANIFOLD/DRIPLINE CONNECTION
LEGEND
TYPICAL DRIPLINE AREA
SCALE:3" = 1'-0"L5003
1
4" THIC. LAYER OF WASHED
GRAVEL. THE BOX SHALL
REST UPON THE ROC. BED.
DO NOT EXTEND GRAVEL
INTO BOX.
DRIPLINE COMPRESSION
COUPLER
10" DIA. VALVE BOX
FLUSH CAP
DRIPLINE STA.E AT COUPLER (TYP)
MULCH LAYER
DRIPLINE 4" TO "
BELOW GRADE WITH
EMITTERS AS NOTED
1/2" DRIP TUBING
FINISHED GRADE
TYPICAL DRIPLINE FLUSH VALVE 2
L5003SCALE:3" = 1'-0"
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
C
:
\
U
s
e
r
s
\
j
e
n
k
i
n
s
i
\
A
C
C
D
o
c
s
\
A
r
c
a
d
i
s
\
A
U
S
-
3
0
0
0
1
6
8
7
-
O
C
S
D
–
5
-
6
7
B
a
y
B
r
i
d
g
e
P
u
m
p
S
t
a
t
i
o
n
\
P
r
o
j
e
c
t
F
i
l
e
s
\
D
S
3
\
A
u
t
o
C
A
D
\
S
H
E
E
T
S
\
L
a
n
d
s
c
a
p
e
\
5
-
6
7
-
L
5
0
0
3
.
d
w
g
DA
T
E
:
J
a
n
1
2
,
2
0
2
3
5
:
4
6
p
m
U
S
E
R
:
J
e
n
k
i
n
s
I
DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
L5003
53
IRRIGATION DETAILS 2
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
SET BOX FLUSH TO
GRADE.
10"X15" RECTANGULAR
BOX W/ 6" EXTENSION.
TWO 6"X2"X16"
CONCRETE BLOCK
CAPS, ONE ON EACH
SIDE OF BOX.
PVC MAINLINE.
ADAPTER
SCHEDULE 80
THREADED NIPPLE AS
REQ'D.
ISOLATION BALL
VALVE AS SPECIFIED,
SAME SIZE AS MAINLINE.
PEA GRAVEL IN
VALVE BOX
BRASS ISOLATION BALL VALVE
SCALE:1 1/2" = 1'-0"L5004
3
NOTES:
1.INSTALL PER LOCAL ELECTRICAL CODES.
2.PROVIDE GROUNDING ROD AS REQUIRED BY LOCAL CODE AND
MANUFACTURER SPECIFICATIONS.
WEATHERPROOF WALL MOUNT
CONTROLLER ENCLOSURE
112" SCH 40 PVC CONDUIT, FITTINGS
AND SWEEP ELL FOR CONTROL WIRE
TO RCV'S
LOCKING MANUAL SWITCH, SQUARE
D 2510KG1B OR EQUAL. CONNECT TO
LOAD SIDE OF RECEPTACLE.
GFCI RECEPTACLE
WEATHERPROOF 2-GANG
RECEPTACLE BOX
ELECTRICAL CONDUIT
120 VAC SUPPLY, SEE
ELECTRICAL DWGS
WEATHERPROOF WALL
MOUNT CONTROLLER
ENCLOSURE
FINISHED SURFACEPLANTER AREA
FINISHED GRADE
FOOTING SEE
STRUCTURAL DWGS
5'
-
0
"
1" SCH 40 PVC CONDUIT, FITTINGS AND
SWEEP ELL FOR 120 VAC POWER
SUPPLY
1'
-
6
"
112" SCH 40 PVC
CONDUIT, FITTINGS
AND SWEEP ELL FOR
CONTROL WIRE TO
RCV'S
WEATHERPROOF
2-GANG RECEPTACLE
BOX
IRRIGATION
CONTROLLER W/
WEATHER PROOF
CABINET & LOCKING
LID COVER
SCREEN WALL SEE
STRUCTURAL DWGS
RAIN SENSOR CONTROLLER INTERFACE
(IF REQUIRED)
FINISHED SURFACE
WALL MOUNT CONTROLLER
SCALE:1" = 1'-0"L5004
1
EXTERIOR WALL
MOUNTING BRACKET
RAIN SENSOR
NOTES:
1.SENSOR SHOULD NOT BE MOUNTED UNDER TREES,
IN AREAS AFFECTED BY SPRINKLER SYSTEM, OR
UNDER EAVES
2.SENSOR MUST BE LOCATED WITHIN 700' OF SENSOR
CONTROLLER INTERFACE
MECHANICAL FASTENER
(INCLUDED)
WIRELESS RAIN SENSOR
SCALE:1 1/2" = 1'-0"L5004
2
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
C
:
\
U
s
e
r
s
\
j
e
n
k
i
n
s
i
\
A
C
C
D
o
c
s
\
A
r
c
a
d
i
s
\
A
U
S
-
3
0
0
0
1
6
8
7
-
O
C
S
D
–
5
-
6
7
B
a
y
B
r
i
d
g
e
P
u
m
p
S
t
a
t
i
o
n
\
P
r
o
j
e
c
t
F
i
l
e
s
\
D
S
3
\
A
u
t
o
C
A
D
\
S
H
E
E
T
S
\
L
a
n
d
s
c
a
p
e
\
5
-
6
7
-
L
5
0
0
4
.
d
w
g
DA
T
E
:
J
a
n
1
2
,
2
0
2
3
5
:
1
5
p
m
U
S
E
R
:
J
e
n
k
i
n
s
I
DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
L5004
54
IRRIGATION DETAILS 3
INDIA JENKINS
BRENDAN KEMPF
BRENDAN KEMPF
Attachment 4e
Visual Impact Analysis
SHEET NO.:OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 3/15/2023 5:36:52 PM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A9001
BAY BRIDGE PUMP STATION
REPLACEMENT
VISUAL IMPACT ANALYSIS - 01
298
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
EXISTING PUMP STATION
PROPOSED NEW PUMP STATION
EAST COAST HIGHWAY VIEW CORRIDORS
PER BACK BAY LANDING PLANNED
COMMUNITY DEVELOPMENT PLAN (PC-9)
VIEW CORRIDOR IDENTIFIED IN 2014
VIEW CORRIDOR IDENTIFIED IN 2016
VIEW CORRIDOR COMPARISON
THE PROPOSED NEW PUMP STATION MAINTAINED THE VIEW CORRIDOR IDENTIFIED IN 2014. THE FUTURE COASTAL PUBLIC VIEW
TOWER AND BLUFF IS UNOBSTRUCTED ON THE VIEW CORRIDOR. IN RESPECT TO THE BACK BAY LANDING DEVELOPMENT, A
LANDSCAPE SETBACK IS PROVIDED IN FRONT OF PCH PERIMETER WALL. THE BUILDING MASSING AND MATERIALS ARE
ADDRESSED TO INTEGRATE WITH SURROUNDING SITE CONTEXT AND NATURAL ENVIRONMENT.
POTENTIAL FUTURE COASTAL
PUBLIC VIEW TOWER
(REFER TO PLAN)
MARK DESCRIPTION DATE APPR.
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 3/15/2023 5:36:53 PM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A9002
BAY BRIDGE PUMP STATION
REPLACEMENT
VISUAL IMPACT ANALYSIS - 02
298
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
V1
V2
V3 V4 V5
V6
V1 -VIEW FROM NORTH OF CASTAWAYS PARK V2 -VIEW FROM SOUTH OF CASTAWAYS PARK V2 -VIEW FROM WEST OF PACIFIC COAST HIGHWAY
V4 -VIEW FROM EAST OF PACIFIC COAST HIGHWAY V5 -VIEW FROM COAST HIGHWAY & N BAYSIDE DR V6 -VIEW FROM N BAYSIDE DR
MARK DESCRIPTION DATE APPR.