Agenda packet — Rolling Hills City Council, April 14, 2025 (part 2 of 2)

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE
L-0
06-15-2023
N/A

COVER SHEET
: KRISTEN RAID, KATHRYN BISHOP
LP-3 NTA 06-15-2023 --- PLANTING DEATILS

VICINITY MAP
SCALE: NTS

SITE AERIAL VIEW
SCALE: NTS
SITE
NORTH

ROLLING HILLS

COMMUNITY

TENNIS COURTS
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
ASSESSOR'S ID NO.: 7569-015-900
295
GAL
GAL
ROS
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
LEO
SA4
SA4
SA4
SA4
SA4
SA4
SA4
SA4
SA4
CIS
LEO

PRU PRU PRU PRU
FES

CIS CIS
IRI

PRU PRU PRU PRU
CIS
HES
PRU
AGA
GAL
GAL
GAL

GAL GAL
ACH

ACH ACH
ACH

ACH ACH
ACH
ACH
GAL
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
GAL
GAL
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH

ACH ACH
IRI
IRI
IRI
IRI
IRI
ACH
ACH
ACH
ACH
ACH
IRI
IRI
IRI
IRI
IRI
IRI
IRI
IRI
IRI

IRI ACH
GAL
GAL
GAL
GAL

GAL GAL
GAL
LEY
LEY
LEY
LEY
LEY
LEY
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH

ACH ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
GAL
GAL
GAL
ROS

ROS ROS

ROS ROS
ROS
GAL
SA4
SA4
SA4
ROS2
ROS2
ROS2
LOL
LOL
LOL
LOL
LOL
LEY
LEY
LEY
LEY
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
ROS2 ROS2
RHA
RHA
RHA
RHA
RHA
RHA
RHA
RHA
GAL
LOL
LOL
LOL
CIJ
CIS
FES
FES
FES

CIJ CIJ CIJ
CIJ

FES FES FES FES FES FES

FES FES FES
CIJ
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
HES
HES

CIS CIS CIS CIS CIS CIS

SEN SEN SEN SEN SEN SEN SEN SEN SEN SEN SEN SEN
SEN
SEN
SEN
SEN
SEN
SEN
SEN
SEN

RHA SEN
SEN
SEN
HES
HES
AGA
AGA
AGA
AGA
AGA
LEY
LEY
LEY
LEY
LEY
LEY
LEY
LEY
WEM
WEM
WEM
WEM
WEM
WEM
WEM
WEM
WEM
LOL
LOL
LOL
LOL
LEY
LEY
LEY
LEY

LEY AGA AGA AGA

ACH AGA
ACH

ACH ACH ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
HEA
HEA
HEA

HEA HEA

HEA HEA
HEA
HEA
HEA
HEA
W

HEA HEA
HEA
HEA

HEA HEA
HEA
HEA
HEA
HEA
HEA
CIP
CIP
CIP
CIP
CIP
CIP
CIP
CIP
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
WEM
WEM
CIP
CIP
CIP
CIP
CIP
LOL
LOL
LOL

LOL LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
W
W
W
W
W
W

W W W W
W
W W W
W
W
W
W

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE

ROLLING HILLS

COMMUNITY

TENNIS COURTS

PLANTING PLAN
LP-1
06-15-2023
1/8" = 1'-0"
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
ASSESSOR'S ID NO.: 7569-015-900
OLE
PLANTING NOTES:
· RECIRCULATING WATER SYSTEMS SHALL BE

USED FOR WATER FEATURES
· A MINIMUM 3-INCH LAYER OF MULCH SHALL

BE APPLIED ON ALL EXPOSED SOIL SURFACES

OF PLANTING AREAS EXCEPT TURF AREAS,

CREEPING OR ROOTING GROUNDCOVERS,

OR DIRECT SEEDING APPLICATIONS WHERE
MULCH IS CONTRAINDICATED.
· FOR SOIL LESS THAN 6% ORGANIC MATTER
IN THE TOP 6 INCHES OF SOIL, COMPOST AT

A RATE OF A MINIMUM OF FOUR CUBIC
YARDS PER 1,000 SQUARE FEET OF

PERMEABLE AREA SHALL BE INCORPORATED
TO A DEPTH OF SIX INCHES INTO THE SOIL.

CLEAN UP EXISTING

TREE AND SHRUB

PORTUGUESE BEND ROAD
LIN
ARB
CER
CER
OLE
LAG
LAG
DYM

LIN LIN
06-27-2023
296

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE

ROLLING HILLS

COMMUNITY

TENNIS COURTS

PLANT LIST
LP-2
06-15-2023
N/A
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
ASSESSOR'S ID NO.: 7569-015-900
PLANTING NOTES:

1. ALL PLANTS ARE IDENTIFIED BY TYPICAL SYMBOLS. PLANT QUANTITIES ARE APPROXIMATE AND PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. IN THE EVENT OF DISCREPANCIES IN PLANT COUNT, QUANTITIES INDICATED BY PLANT SYMBOLS ON THE PLAN PREVAIL.

2. PLANTS AND INSTALLATION TO MEET HIGHEST QUALITY INDUSTRY STANDARD. LOCATE

AND SECURE ALL SPECIFIED PLANTS WITHIN TWO WEEKS OF AWARD OF CONTRACT AND

SHOW PROOF OF TO LANDSCAPE ARCHITECT IN WRITING THAT PLANTS HAVE BEEN SECURED. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY PLANT SOURCING DIFFICULTY.

3. CONTACT LANDSCAPE ARCHITECT FOR DECISION REGARDING PROPOSED PLANT SUBSTITUTIONS 4 WEEKS PRIOR TO INSTALLATION.

4. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REVIEW ALL PLANT MATERIAL AT THE NURSERY PRIOR TO DELIVERY TO JOB SITE. IN LIEU OF NURSERY REVIEW THE LANDSCAPE

ARCHITECT MAY REQUEST PHOTOS AND/OR SPECIFICATIONS OF PLANT MATERIAL TO BE PROVIDED PRIOR TO DELIVERY.

5. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REFUSE PLANTS DELIVERED TO SITE THAT ARE SUBSTANDARD. REPLACEMENT PLANTS ARE TO BE SUPPLIED BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER.

6. ALL PLANTS DELIVERED TO THE SITE SHALL BE IDENTIFIED WITH LEGIBLE TAGS. CONTRACTOR

TO PROVIDE COPIES OF DELIVERY TICKETS TO THE LANDSCAPE ARCHITECT AS VERIFICATION OF CORRECT SPECIES AND VARIETIES.

7. NOTIFY LANDSCAPE ARCHITECT OF INTENDED PLANTING SCHEDULE A MINIMUM OF TWO WEEKS PRIOR TO PLANTING.

8. SET OUT ALL PLANTS AS SHOWN ON PLAN. FINAL LOCATIONS TO BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING.

9. PLANT CROWN TO BE 2" ABOVE ADJACENT GRADE FOR 15 GALLON AND LARGER PLANTS; 1" ABOVE ADJACENT GRADE OR PLANTS SMALLER THAN 15 GALLON. TREES TO BE PLANTED AT HEIGHT ABOVE ADJACENT GRADE AS DIRECTED BY LANDSCAPE ARCHITECT.

10. INSTALL ALL PLANTS PER DETAILS.

11. STAKE TREES ACCORDING TO INDUSTRY STANDARDS PER DETAILS. REVIEW WITH LANDSCAPE ARCHITECT PRIOR TO WORK.

12. ANY TREE SHOWN ON PLAN TO BE INSTALLED IN LESS THAN 8' (EIGHT FEET) CLEAR DISTANCE

FROM ANY CURB, WALKWAY, OR FOUNDATION IS TO BE INSTALLED WITH ROOT CONTROL BARRIERS UB 18-2 BY DEEP ROOT CORP 800-458-7668. INSTALL AS DIRECTED BY DETAIL AND PER MANUFACTURER'S INSTRUCTIONS. PALM TREES DO NOT REQUIRE ROOT CONTROL BARRIERS. LANDSCAPE ARCHITECT MAY ALTER OR WAIVE REQUIREMENT.

13. COMPLETELY ERADICATE ALL BERMUDA, KIKUYU GRASS, AND OTHER WEED GROWTH OR

OTHER VISIBLE OR ALLEGED INVASIVE WEEDS FROM AREAS WITHIN PROJECT LIMITS PRIOR TO INSTALLING PLANTING. INVASIVE WEEDS ARE IDENTIFIED BY THE CALIFORNIA INVASIVE PLANT COUNCIL, www.cal-ipc.org/. 14. PROVIDE AND INSTALL BARK MULCH OVER ALL SHRUB AND GROUNDCOVER AREAS. USE CEDAR WOOD BARK. SPREAD MULCH EVENLY OVER ALL SHRUB AND GROUNDCOVER AREAS TO A DEPTH OF 3" (THREE INCHES). KEEP MULCH AT LEAST 3” AWAY FROM THE BASES AND STEM OF PLANT. SUBMIT MULCH SAMPLES TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PURCHASE AND DELIVERY.
06-27-2023
297
EQ. EQ. 2X ROOTBALL WIDTH SECTION TREE TREE TIE TREE STAKE ROOTBALL MULCH- 3" THICKNESS TEMPORARY 3" HEIGHT WATERING BERM EQ. EQ. 6" 6"
1" 2X ROOTBALL WIDTH
12" MIN.

MIN.

VARIES
MIN. TREE TREE STAKE TREE TIE ROOTBALL MULCH- 3" THICKNESS TEMPORARY 3" HEIGHT AMENDED BACKFILL FERTILIZER TABLET(S) SCARIFY SIDES & BOTTOM OF PLANT PIT BACKFILL WATERING BERM 2X ROOTBALL WIDTH
EQ. EQ. ROOT BALL AMENDED BACK FILL TEMPORARY 3" HIGH BERM SHRUB SECTION

PIT DEPTH VARIES
EQ. EQ. 2X ROOTBALL WIDTH
4" 6" SCARIFY SIDES & BOTTOM OF PLANT PIT BACK FILL AMENDED BACK FILL FERTILIZER TABLET(S) ROOT BALL TEMPORARY 3" HIGH BERM ( W/ 3" THK. MULCH ) SHRUB SOIL SEPARATOR CLASS 2 PERMEABLE MATERIAL MULCH O.C. SPACING PER LEGEND O.C. SPACING PER LEGEND O.C. SPACING PER LEGEND 4" MIN
EDGE OF ADJACENT PAVING SHRUB OR GROUND COVER EDGE OF FOLIAGE CUTTINGS, FLATS, LINERS, 1 GAL., 5 GAL. PREVAILING WIND PLACE PARALLEL WITH TREE STAKE PER SPECIFICATIONS TREE TIE W/ HOSE COVERING - MAINTAIN 2" CLEARANCE BETWEEN HOSE & TREE TRUNK FOR WATER BASIN TEMPORARY BERM JUTE MATTING PLANT BIT BELOW PLAN JUTE MAT REVETMENT 1/2" = 1'-0" 12" 6" 24" - 30" 1 2
4"
6" 2 1 TEMPORARY BERM FOR WATER BASIN WIRE STAPLES FERTILIZER TABLETS JUTE MATTING SLOPE EXCAVATED SOIL

EDGE OF
ROOT BALL SLOPE LINE OF EXIST. GRADE WIRE STAPLES @ 10" O.C. SURROUND JUTE MATTING LOCATE BASE OF TRUNK @ ELEV. LEVEL W/ EXTENSION LINE OF EXIST. GRADE6" SKIRT TREE TIE W/ HOSE COVERING - MAINTAIN 2" CLEARANCE BETWEEN HOSE & TREE TRUNK TREE STAKE PER SPECIFICATIONS SCARIFY SIDES & BOTTOM OF PLANT PIT 8" PLACE PARALLEL WITH PREVAILING WIND
6" PLAN
6'-0" 2x ROOT BALL ( 3" THK. MULCH INFILL ) SLOPE
EQ. EQ.
6" 2X ROOTBALL WIDTH EQ. EQ. SHRUB 3" HIGH BERM ROOTBALL AMENDED BACKFILL FERTILIZER TABLET(S) SCARIFY SIDES & BOTTOM OF PLANT PIT SHRUB 3" HIGH BERM ROOTBALL SOIL SEPARATOR CLASS 2 PERMEABLE 4" MATERIAL BACKFILL ( W/ 3" THK. MULCH )
PROJECT TITLE SHEET TITLE CHECKED: DRAWN BY: DATE: REVISIONS PROJECT NO. SHEET N0. XREF FILE: SCALE: E-mail: [email protected] 904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc. LANDSCAPE ARCHITECTURE TREE PLANTING & STAKING DETAIL 1/2" = 1'-0" 1 SHRUB PLANTING DETAIL 1" = 1'-0" 3 SECTION PLAN VIEW PLAN VIEW SECTION SHRUB PLANTING - LOCATION 1" = 1'-0" 4 TREE PLANTING & STAKING ON SLOPE DETAIL 1/2" = 1'-0" 2 PLAN VIEW SECTION SHRUB PLANTING ON SLOPE DETAIL 1" = 1'-0" 5 LP-3 ROLLING HILLS COMMUNITY TENNIS COURTS PLANTING DETAILS 06-15-2023 NTS 2 PORTUGUESE BEND ROAD ROLLING HILLS, CA 90274 ASSESSOR'S ID NO.: 7569-015-900 298
GAL
GAL
ROS
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
LEO
SA4
SA4
SA4
SA4
SA4
SA4
SA4
SA4
SA4
CIS
LEO

PRU PRU PRU PRU
FES

CIS CIS
IRI

PRU PRU PRU PRU
CIS
HES
PRU
AGA
GAL
GAL
GAL

GAL GAL
ACH

ACH ACH
ACH

ACH ACH
ACH
ACH
GAL
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
GAL
GAL
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH

ACH ACH
IRI
IRI
IRI
IRI
IRI
ACH
ACH
ACH
ACH
ACH
IRI
IRI
IRI
IRI
IRI
IRI
IRI
IRI
IRI

IRI ACH
GAL
GAL
GAL
GAL

GAL GAL
GAL
LEY
LEY
LEY
LEY
LEY
LEY
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH

ACH ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
GAL
GAL
GAL
ROS

ROS ROS

CIJ CIJ CIJ
CIJ

FES FES FES FES FES FES

FES FES FES
CIJ
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
HES
HES

CIS CIS CIS CIS CIS CIS

SEN SEN SEN SEN SEN SEN SEN SEN SEN SEN SEN SEN
SEN
SEN
SEN
SEN
SEN
SEN
SEN
SEN

RHA SEN
SEN
SEN
HES
HES
AGA
AGA
AGA
AGA
AGA
LEY
LEY
LEY
LEY
LEY
LEY
LEY
LEY
WEM
WEM
WEM
WEM
WEM
WEM
WEM
WEM
LOL
LOL
LOL
LOL
LEY
LEY
LEY
LEY

LEY AGA AGA AGA

ACH AGA
ACH

ACH ACH ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
HEA
HEA
HEA

HEA HEA

HEA HEA
HEA
HEA
HEA
HEA
W

HEA HEA
HEA
HEA

HEA HEA
HEA
HEA
HEA
HEA
HEA
CIP
CIP
CIP
CIP
CIP
CIP
CIP
CIP
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
WEM
WEM
CIP
CIP
CIP
CIP
CIP
LOL
LOL
LOL

LOL LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
W
W
W
W
W
W

W W W W
W
W W W
W
W
W
W
C
IRRIGATION LEGEND:

ICV-101G-DC 1" AUTOMATIC VALVE
1" QUICK COUPLER VALVE

GATE VALVE (LINE SIZE)
HUNTER ICZ-101-40 DRIP ZONE CONTROL KIT - W/ 40 PSI REGULATOR 1" DEDICATED LANDSCAPE WATER METER
3/4" LATERAL LINE UNLESS NOTED OTHERWISE
SPEARS OR EQUAL SCH 40 - MAINLINE - UP TO 1-1/2" IN SIZE

PVC CONNECTION TO DRIPLINE

HUNTER AFV-X - TO ALLOW FOR LINE FLUSH

HUNTER PLD-AVR - AIR VENT AT THE HIGHEST
HUNTER ICV-101G-DC 1" MASTER VALVE (NORMALLY CLOSED)
HUNTER PBC-25 PRESSURE-COMPENSATING BUBBLERS 0.25 GPM
SPEARS OR EQUAL SCH 40 - SLEEVE - 2X THE DIA. OF PIPE
-PROVIDE SLEEVE WHERE REQUIRED FOR MAINLINE UNDER
PAVEMENT. DUE TO THE INTRICACY OF THE PAVEMENT, IT IS

NOT POSSIBLE TO INDICATE SLEEVE LOCATIONS ACCURATELY
ON THE PLAN. IT REMAINS THE CONTRACTORS RESPONSIBILITY

TO SLEEVE ALL IRRIGATION PIPE AND WIRE UNDER PAVEMENT
OF ANY TYPE.

HUNTER FLOW-CLIK-158 HIGH FLOW SHUT OFF
WM
HUNTER HDL-06-12-XXX-CV
LANDSCAPE DRIPLINE 0.6 GPH - 12" SPACING W/ CHECK
VALVE - OPERATING RANGE: 15 TO 60 PSI

LATERAL LINE
WILKINS 975XLSEU 1" REDUCED PRESSURE PRINCIPAL

BACKFLOW PREVENTER
BUBBLERS:

MICRO IRRIGATION & DRIP:

PIPES:

DEVICES:

STATION GPM

VALVE STATION
120
2-1/2"
A42

VALVE SIZE
HUNTER RZWS-36-25-CV TREE ROOT WATERING SYSTEM 0.25 GPM ELEV. OF THE SYSTEM
OPERATING RANGE: 20 TO 120 PSI
OPERATING RANGE: 20 TO 150 PSI
'A' - HCC CONTROLLER WITH PEDESTAL
HCC-800-SS-ICC-PED-SS - CONTROLLER WITH HIGH-FLOW

SHUTOFF AND RAIN-CLIK RAIN SENSOR
WM POC

3.8 1"
A9

1.4 1"
A6

1.8 1"
A3

3.9 1"
A4

2.8 1"
A5

3.7 1"
A7

2.7 1"
A8

2.5 1"
A12

1.5 1"
A11

4.5 1"
A15

4.2 1"
A14

1.0 1"
A13

3.0 1"
A2

3.2 1"
A1
C

1.2 1"
A10
1" 1-1/4"
1-1/2" 1-1/2"

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE

ROLLING HILLS

COMMUNITY

TENNIS COURTS

IRRIGATION PLAN
LI-1
06-15-2023
1/8" = 1'-0"
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
ASSESSOR'S ID NO.: 7569-015-900

PORTUGUESE BEND ROAD

LIN LIN

IRRIGATION LAYOUT

FOR DESIGN INTENT
NOTES:
· CONCEPTUAL LAYOUT OF HEADS AND LATERAL LINES, MAY NEED ADJUSTMENT ON SITE. TEST ALL PIPE SIZING FOR APPROPRIATE FLOW. · INSTALLATION TO AVOID OVER-SPRAY & RUN OFF
· ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, ASABE/ICC 802-2014. "LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD," ALL SPRINKLER

HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A
DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014.
299
0' 2' 4' 10' 15' PER SPEC'S
NDS #218BC, 12X20 JUMBO

WITH LOCKING BRASS INSERT
(AS SHOWN ON DWGS.)

NOT TO SCALE

REMOTE CONTROL VALVE
ID TAG
(1 OF 2)
COILED
BRICK (1 OF 4)
PVC SCH 80 NIPPLE
PVC SCH 40 ELL

WATER PROOF CONNECTION
30-INCH LINEAR LENGTH OF WIRE,
PVC SCH 80 NIPPLE (CLOSE)

REMOTE CONTROL VALVE

FINISH GRADE/TOP OF MULCH
(LENGTH AS REQUIRED)

PVC MAINLINE PIPE

PVC LATERAL PIPE
HIDDEN) AND SCH 40 ELL
3/4-INCH WASHED GRAVEL

3.0-INCH MINIMUM DEPTH OF
PVC SCH 40 TEE OR ELL
PVC SCH 40 MALE ADAPTER
SCH 80 NIPPLE (2-INCH LENGTH,
(INCLUDED)
1/2-INCH MALE NPT INLET (INCLUDED)
1/2-INCH 90-DEGREE ELBOW (INCLUDED)
1/2-INCH PVC SCH 80 NIPPLE (INCLUDED)
4-INCH BASKET WEAVE CANISTER

LATERAL PIPE
18-INCH SWING ASSEMBLY
(INCLUDED)

FINISH GRADE
PVC SCH 40 TEE OR EL
BUBBLER: 0.25 GPM
4-INCH GRATE (INCLUDED)

OPTIONAL PEA GRAVEL
ROOT WATERING SYSTEM:
(INCLUDED)

NOT TO SCALE

TREE BUBBLER

SECTION VIEW

PIPE PIPE

WIRE W/O CONDUIT

PLAN VIEW

2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS.

DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN.

1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCH. 40 PVC TWICE THE NOTES:

HAVE BEEN MADE.

AFTER ALL CONNECTIONS
OR GREATER. UNTIE
OF DIRECTION OF 30°

ALL WIRING AT CHANGES
TIE A 24-INCH LOOP IN
TRENCH AS SHOWN.

BE SNAKED IN

PLASTIC PIPING TO

ALL SOLVENT WELD
10-FOOT INTERVALS.

TAPE AND BUNDLE AT
AND BESIDE MAINLINE.

RUN WIRING BENEATH

CONDUIT

MAINLINE LATERAL WIRING IN

THE SAME TRENCH

AND WIRING IN

MAINLINE, LATERAL,
TRENCH DETAIL 24" MIN.
4 CU.FT. 3/4" CRUSHED
ROCK

COPPER PIPE
FROM P.O.C.

FINISH GRADE

COPPER FEMALE ADAPTER

IRRIGATION MAINLINE

PVC MALE ADAPTER

COPPER PIPE
(TYPICAL)

COPPER UNION
(1 OF 2)

BACKFLOW PREVENTION UNIT

BACKFLOW PREVENTER
NOTES:

1. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS

2. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT.

3. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION.

4. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLESS OTHERWISE INFORMED. 12"

PVC MAINLINE PIPE FROM BACK FLOW PER
SPECS.

PVC MAINLINE TO FLOW SENSOR, PIPE PER
SPECS.

PVC SCH. 40 FEMALE ADAPTER, (2

REQUIRED)
SCH. 80 NIPPLE, TYP.

FINISH GRADE IN SHRUB AREAS.

VALVE ID TAGS.

WIRE CONNECTORS.

MASTER CONTROL VALVE PER LEGEND.

PLASTIC VALVE BOX W/ HINGED GREEN
LOCKING COVER. REFER TO SPECS.

FINISH GRADE IN TURF AREAS.
3" 2" MIN. CLR.
3/4" ROCK. 3 CU. FT. MIN. CLR.

LANDSCAPE FABRIC.

BRICK SUPPORTS

MASTER VALVE INSTALLATION

NOT TO SCALE

ICD-XXX
DECODER AS NEEDED 1"

GATE VALVE
(AS SHOWN ON DWGS.)
CARSON #910-4B, 10 ROUND
BRICK (1 OF 4)

BRASS GATE VALVE

FINISH GRADE/TOP OF MULCH
VALVE BOX WITH COVER:

PVC MAINLINE PIPE
3/4-INCH WASHED GRAVEL

3.0-INCH MINIMUM DEPTH OF
PVC SCH 40, 45° ELL
PVC SCH 40 MALE ADAPTER

LOCKING BOLT DOWN COVER

PVC MAINLINE PIPE
PVC SCH 40, 45° ELL
PVC MAINLINE PIPE 3"
6" ALL
AROUND
NOTE:

MOUNT ON ANY SURFACE WHERE IT WILL BE

EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT
IN PATH OF SPRINKLER SPRAY.

RUN LEAD WIRES

TO CONTROLLER

EXTERIOR WALL (SEE NOTE)

MODEL RAIN-CLIK

WALL MOUNT SENSOR

NOT TO SCALE

STONG BOX QUICKPAD
ENCLOSURE MOUNTING PADSIZE AS NEEDED FOR BOX
CALLED OUT. INSTALL PER

MANUFACTURER'S
DETAILS AND SPEC'S.

CONTROLLER PEDESTAL

PER LEGEND

FINISHED GRADE
3-INCH PVC SCH 40 CONDUIT,

FITTINGS AND SWEEP ELL

WIRES TO REMOTE CONTROL
VALVES
1-INCH PVC SCH 40 CONDUIT,

FITTINGS AND SWEEP ELL TO

TO POWER SUPPLY
1 2
3 5
6 7

FCT FITTING SELECTION
*NOTE* INLET PIPE LENGTH OF SENSOR
MUST BE MIN. 10X PIPE DIA. STRAIGHT,

CLEAN RUN OF PIPE, NO FITTINGS OR
TURNS. OUTLET PIPE LENGTH OF SENSOR
MUST BE MIN. 5X PIPE DIA. OF STRAIGTH

CLEAN RUN OF PIPE, NO FITTINGS OR
TURNS.
1 INCH

1.5 INCH

1.5 INCH
2 INCH
2 INCH
3 INCH
3 INCH
4 INCH
SCH. 40
SCH. 40
SCH. 80
SCH. 40
SCH. 80
SCH. 40
SCH. 80
SCH. 40
FCT100
FCT150
FCT158
FCT200
FCT208
FCT300
FCT308
FCT400
4 FLOW-CLIK HIGH FLOW SHUT OFF
LI-2
LI-2
LI-2 LI-2
LI-2
LI-2
LI-2
8 LI-2

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE
LI-2
06-15-2023
NTS

IRRIGATION DETAILS

PEDESTAL CONTROLLER WITH RAIN-CLIK

ROLLING HILLS

COMMUNITY

TENNIS COURTS
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
ASSESSOR'S ID NO.: 7569-015-900
300
DURA 'SAFETY BLOCK"

SINGLE UNION BALL VALVE
- LINE SIZE

DRIP VALVE KIT
30-INCH LINEAR LENGTH

OF WIRE, COILED
PVC SCH 80 UNION FOR SERVICING

ASSEMBLY

3.0-INCH MINIMUM DEPTH OF 3/4-INCH

WASHED GRAVEL
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED, 1
OF 2)
PVC SCH 80 NIPPLE (18-INCH LENGTH,
HIDDEN) AND PVC SCH 40 ELL
OFF
ON BRICK (1 OF 4)

PVC MAINLINE
PVC SCH 40 TEE OR ELL
PVC SCH 40 MALE ADAPTER
PVC SCH 40 ELL
PVC SCH 80 NIPPLE (CLOSE)
PVC SCH 40 COUPLING

NOT TO SCALE

DRIP REMOTE CONTROL VALVE

VALVE BOX WITH COVER
ID TAG
COMPRESSION X 1/2-INCH FPT
DRIPLINE: SEE LEGEND
COMPRESSION X 1/2-INCH FPT
6" ROUND BOX
STD. BRICK - 2-REQUIRED
.5 CU. FT.. 3/4" CRUSHED ROCK

LATERAL PIPE

TOP OF MULCH
AIR VACUUM RELIEF VALVE: LOCATE AT ALL
HIGH POINTS, MIN. ONE PER VALVE
PVC SCH 80 NIPPLE AND FITTING
(LENGTH AS REQUIRED)
TIE-DOWN STAKE: RAIN BIRD TDS-050

COMPRESSION END CAP

NOT TO SCALE

SURFACE-MOUNTED DRIP COMPONENTS
2 1
7 LATERAL PIPE TO PLANTING BED
6 MODEL ICZ-101-25(40) OR
5 LATERAL TO PLD CONNECTION

HUNTER PLD XX-XX-XX
2 3 HUNTER PLD TEE
4 TUBING STAKE
1 FLUSH VALVE
DRIP CONTROL VALVE HUNTER:

MODEL PCZ-101-25(40)

DRIP LINE
6 HARDSCAPE
7 1
2 3
4 5
TURF

TYPICAL PLANTING BED
PRO FLEX SWING JOINT:

HUNTER 'PRO-FLEX' TUBING
24"-36",
HSBE-050 ELBOWS (2),
MARLEX STREET ELBOW (1)

LATERAL PIPE

LATERAL TEE OR ELL

FINISH GRADE

BUBBLER
4 3

BUBBLER NOZZLES
LI-3
GENERAL IRRIGATION NOTES:

1. THIS PROJECT UTILIZES THE EXISTING POTABLE WATER (PW) SYSTEM.

2. SPRINKLER SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE AND MAXIMUM FLOW DEMAND INDICATED ON DRAWINGS. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT

DIFFERENCES BETWEEN WATER PRESSURE INDICATED ON DRAWINGS AND ACTUAL PRESSURE READING AT IRRIGATION POINT-OF-CONNECTION TO LANDSCAPE ARCHITECT. IF PRESSURE

DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, ANY REVISIONS NECESSARY ARE CONTRACTOR'S RESPONSIBILITY.

3. THIS DESIGN IS DIAGRAMMATIC. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY. INSTALL IRRIGATION PIPING AND EQUIPMENT IN PLANTING AREAS WHERE POSSIBLE. AVOID CONFLICTS BETWEEN SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES.

4. FLUSH AND ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER-SPRAY INTO NEIGHBORING PROPERTIES OR ARCHITECTURAL ELEMENTS. SELECT BEST DEGREE OF ARC TO FIT

SITE CONDITIONS AND THROTTLE FLOW CONTROL AT CONTROL VALVE TO OBTAIN OPTIMUM PRESSURE FOR EACH SYSTEM.

5. DO NOT WILLFULLY INSTALL SPRINKLER SYSTEM AS INDICATED ON DRAWINGS WHEN IT IS OBVIOUS

THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. NOTIFY LANDSCAPE ARCHITECT OF SUCH OBSTRUCTIONS OR DIFFERENCES.

6. INSTALL PIPE MATERIALS AND EQUIPMENT AS INDICATED ON DRAWINGS. USE TEFLON TAPE ON PVC MALE PIPE THREADS ON SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. DO NOT USE PIPE DOPE ON PVC THREADED PIPING OR TO ATTACH HEADS TO SWING JOINTS.

7. SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE OF THE IRRIGATED AREAS UNLESS OTHERWISE INDICATED ON DRAWINGS.

8. IRRIGATION SHALL BE SCHEDULED TO OPERATE ONLY WITHIN TIME WINDOWS THAT DO NOT CREATE EXCESS RUN-OFF. USE MULTIPLE START TIMES OF SHORT DURATIONS TO CYCLE THROUGH THE REQUIRED APPLICATIONS.

9. RUNNING MULTIPLE VALVES AT THE SAME TIME IS ALLOWED. DO NOT EXCEED THE 22 GPM MAXIMUM AT ANY ONE TIME.

10. IRRIGATION. ALL NEW OR ALTERED IRRIGATION SYSTEMS PROPOSED AS PART OF A NEW

DEVELOPMENT SHALL INCORPORATE THE FOLLOWING REQUIREMENTS IN THEIR DESIGN, INSTALLATION AND MAINTENANCE:

10.1. IRRIGATION SYSTEMS SHALL BE DESIGNED AND INSTALLED TO AVOID OVERSPRAY AND RUNOFF INTO PUBLIC STREETS. VALVES SHALL BE SEPARATED FOR INDIVIDUAL HYDROZONES BASED ON PLANT WATER NEEDS AND SUN OR SHADE REQUIREMENTS.

10.2. WATER BUDGET CALCULATIONS SHALL BE SHOWN ON IRRIGATION PLANS.

10.3. AN AUTOMATIC IRRIGATION SYSTEM IS REQUIRED AND SHALL INCLUDE A WEATHER-BASED IRRIGATION CONTROLLER, INCLUDING A RAIN SHUTOFF SENSOR.

10.4. AREAS LESS THAN EIGHT FEET WIDE SHALL BE IRRIGATED WITH APPROPRIATELY SELECTED

EQUIPMENT THAT PROVIDES THE PROPER AMOUNT OF WATER COVERAGE WITHOUT CAUSING OVERSPRAY ONTO ADJACENT SURFACES.

10.5. ALL SPRINKLERS SHALL HAVE MATCHED PRECIPITATION RATES WITHIN EACH VALVE AND CIRCUIT. ALL IRRIGATION SYSTEMS SHALL BE DESIGNED TO INCLUDE OPTIMUM DISTRIBUTION

UNIFORMITY, HEAD TO HEAD SPACING, AND SETBACKS FROM WALKWAYS AND PAVEMENT.

10.6. ALL IRRIGATION SYSTEMS SHALL PROVIDE CHECK VALVES AT THE LOW END OF IRRIGATION LINES TO PREVENT UNWANTED DRAINING OF IRRIGATION LINES.

10.7. PRESSURE REGULATORS MAY BE REQUIRED ON THE IRRIGATION SYSTEM AS DETERMINED BY THE DIRECTOR. (ORD. 700 § 2 (EXH. 1), 2012; ORD. 695 § 3, 2010)

NOT TO SCALE
LI-3
LI-3
LI-3

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE
LI-3
06-15-2023
NTS

IRRIGATION DETAILS

ROLLING HILLS

COMMUNITY

TENNIS COURTS
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
ASSESSOR'S ID NO.: 7569-015-900
301

1.7 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. HANDLING OF PVC PIPE AND FITTINGS:

1. EXERCISE CARE IN HANDLING, LOADING, UNLOADING, AND STORING OF PVC PIPE AND FITTINGS. TRANSPORT PVC

PIPE IN A VEHICLE WHICH ALLOWS PIPE TO LIE FLAT SO AS NOT TO SUBJECT IT TO UNDUE BENDING NOR CONCENTRATED EXTERNAL LOAD AT ANY POINT. DISCARD DAMAGED SECTIONS OF PIPE AND PROVIDE NEW PIPE.

1.8 REGULATORY REQUIREMENTS
A. CONFORM TO UNIFORM PLUMBING CODE FOR PIPING AND COMPONENT REQUIREMENTS.

B. PROVIDE CERTIFICATE OF COMPLIANCE FROM AUTHORITY HAVING JURISDICTION INDICATING APPROVAL OF PRODUCTS IN SYSTEM.

C. PRODUCTS REQUIRING ELECTRICAL CONNECTION: PROVIDE WORK AND MATERIALS IN ACCORDANCE WITH LATEST EDITION OF NATIONAL ELECTRIC CODE.

D. FURNISH SATISFACTORY EVIDENCE TO OWNER DOCUMENTING WORK INSTALLED COMPLIES WITH ORDINANCE AND CODE REQUIREMENTS.

1.9 PROTECTION OF WORK AND MATERIALS
A. PROTECT WORK AND THE WORK OF OTHER TRADES FOR THE DURATION OF PROJECT. PROTECT PIPES AND FITTINGS FROM DIRECT SUNLIGHT, AND AVOID UNDUE BENDING AND CONCENTRATED EXTERNAL LOADING. DO NOT USE DAMAGED PIPE OR FITTINGS.

B. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. REPAIR DAMAGE TO UTILITIES, IF INCURRED DURING COURSE OF WORK.

C. TAKE NECESSARY PRECAUTIONS TO PROTECT ADJACENT MATERIALS. SHOULD DAMAGE BE INCURRED TO SUCH MATERIALS, REPAIR DAMAGE TO THEIR ORIGINAL CONDITION.

1.10 PREINSTALLATION MEETING
A. CONVENE 1 WEEK BEFORE STARTING WORK SPECIFIED IN THIS SECTION.

1.11 EXTRA MATERIALS
A. SUPPLY AS A PART OF WORK, THE FOLLOWING ITEMS:

1. TWO SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE SUPPLIED.

2. ONE 5-FOOT METAL VALVE KEY FOR OPERATION OF GATE VALVES.

3. TWO KEYS FOR EACH AUTOMATIC CONTROLLER.

4. TWO QUICK COUPLER KEYS AND MATCHING HOSE SWIVEL.

B. SUBMIT ABOVE MENTIONED EQUIPMENT TO OWNER UPON REQUEST.

1.12 COORDINATION
A. IN ACCORDANCE WITH SECTION 01041 - PROJECT COORDINATION.

B. TO ENSURE THAT ELEMENTS DESCRIBED IN THIS SECTION ARE SENSITIVELY LOCATED, PRELIMINARILY LOCATE THE FOLLOWING ELEMENTS, INCLUDING BUT NOT LIMITED TO: AUTOMATIC CONTROLLERS, BACKFLOW PREVENTERS, ELECTRIC CONTROL VALVES, GATE VALVES, AND QUICK COUPLER VALVES.

C. LOCATE EACH ITEM IN FIELD BY INSTALLING A 2 X 2 X 30-INCH WOOD STAKE WITH INDELIBLE BLACK INK ON TOP OF STAKE IDENTIFYING EFFECTED ELEMENT. ONCE STAKED, OWNER, WITH CONTRACTOR'S CONCURRENCE, WILL REVIEW AND MAKE MINOR ADJUSTMENTS, IF NECESSARY. ONCE ELEMENT LOCATIONS ARE APPROVED BY OWNER, INSTALL ACTUAL ELEMENTS.

PART 2 PRODUCTS

2.1 PIPE MATERIALS
A. USE ONLY NEW MATERIALS OF BRANDS AND TYPES AS INDICATED ON DRAWINGS AND SPECIFIED IN THIS SECTION.

B. PVC PRESSURE MAIN LINE PIPING AND FITTINGS: THIS PROJECT USES AN EXISTING MAINLINE. THE INFORMATION BELOW PERTAINS TO ANY ADDITIONAL MAINLINE REQUIRED TO COMPLETE THE PROJECT.

1. PRESSURE ON-GRADE MAIN LINE PIPING: PVC SCH. 40 WITH SOLVENT-WELDED JOINTS.

A. MADE FROM NSF APPROVED, TYPE I, GRADE II PVC COMPOUND CONFORMING TO ASTM D 1785. MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-21-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO.

2. PVC SOLVENT-WELD FITTINGS: SCHEDULE 40, 1-2, II-I NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE D2466.

A. PVC FITTINGS MUST BEAR MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE IPS SCHEDULE, AND NSF SEAL OF APPROVAL.

B. ACCEPTABLE MANUFACTURERS:
1) PW EAGLE SOLARBLOK.
2) LASCO.

3. PVC PIPING MUST BEAR FOLLOWING MARKINGS:

A. MANUFACTURER'S NAME.

B. NOMINAL PIPE SIZE.

C. SCHEDULE OR CLASS.

D. PRESSURE RATING IN POUNDS PER SQUARE INCH, (PSI).

E. NSF (NATIONAL SANITATION FOUNDATION) APPROVAL.

F. DATE OF EXTRUSION.

C. PVC NON-PRESSURE LATERAL LINE PIPING:

1. NON-PRESSURE ON-GRADE LATERAL LINE PIPING: PVC- SCH. 40 WITH SOLVENT-WELDED JOINTS.

A. MADE FROM NSF APPROVED, TYPE I, GRADE II PVC COMPOUND CONFORMING TO ASTM D 1785. MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-21-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO.

2. NON-PRESSURE LATERAL LINE PIPING INSTALLED UNDER PAVED AREAS: PVC SCHEDULE 40 WITH SOLVENT-WELDED JOINTS.

3. REQUIREMENTS FOR NON-PRESSURE LATERAL LINE PIPE AND FITTINGS ARE SAME FOR SOLVENT-WELD PRESSURE MAIN LINE PIPE AND FITTINGS AS SET FORTH IN THIS SECTION, EXCEPT THAT THEY MUST BE PVC.

D. PVC PIPE CEMENT AND PRIMER:

1. SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT-WELD PIPING AND FITTINGS.

A. INSTALLATION METHODS AS RECOMMENDED BY PIPING MANUFACTURER.

B. ACCEPTABLE MANUFACTURERS:
1) T. CHRISTY ENTERPRISES; RED HOT BLUE GLUE.

2. SOLVENT CEMENT AND PRIMER FOR SOLVENT-WELD PVC FLEXIBLE HOSE AND PVC FITTINGS.

A. ACCEPTABLE MANUFACTURERS:

1. IPS; MODEL #795 (CLEAR) GLUE.

E. GALVANIZED PIPE FITTINGS (IF ADDED TO THE PROJECT):

1. WHERE INDICATED ON DRAWINGS, USE GALVANIZED STEEL PIPE ASA SCHEDULE 40 MILD STEEL SCREWED PIPE.

2. FITTINGS: MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON, OR CLASS 150 FLANGED STEEL WITH STAINLESS STEEL BOLTS, AS REQUIRED. GALVANIZED COUPLINGS MAY BE MERCHANT COUPLING.

3. GALVANIZED PIPE AND FITTINGS INSTALLED BELOW GRADE PER EITHER ONE OF THE FOLLOWING METHODS:

A. PAINT WITH TWO COATS OF BITUMASTIC.
1) ACCEPTABLE MANUFACTURERS:
(A) KOPPERS CORPORATION; KOPPERS #50.

B. WRAP PIPING WITH TWO LAYERS OF PLASTIC, SELF-ADHESIVE, PIPE WRAP, 2 MIL THICK. 1) ACCEPTABLE MANUFACTURERS:
(A) 3M COMPANY.

4. USE NON-HARDENING, NONTOXIC PIPE JOINT SEALANT FORMULATED FOR USE ON WATER-CARRYING PIPES FOR METAL THREADED CONNECTIONS.

2.2 GATE VALVES (2-INCH DIAMETER AND SMALLER) (IF ADDED TO THE PROJECT) A. PRESSURE-RATED AT 200 PSI IN FULL COMPLIANCE WITH AWWA C 550 AND C 509.

B. BODY CONSTRUCTED OF CAST IRON, BRONZE STEM, DUCTILE IRON WEDGE ENCAPSULATED WITH NITRILE RUBBER, FUSION BONDED EPOXY COATING, 2-INCH OPERATING NUT, AND 125 LB. THREADED ENDS IN ACCORDANCE WITH ANSI/AWWA B16.1, CLASS 125.

C. ACCEPTABLE MANUFACTURERS:

1. NIBCO T-113; LINE SIZE.

2.3 QUICK COUPLING VALVES AND VALVE KEYS (IF ADDED TO THE PROJECT) A. QUICK COUPLING VALVES: BRASS ONE-PIECE BODY, STAINLESS STEEL INTERNAL VALVE SPRING, 3/4-INCH SIZE WITH YELLOW THERMOPLASTIC RUBBER COVER.

1. ACCEPTABLE MANUFACTURERS:

A. HUNTER: MODEL #HQ-33DLRC.

B. QUICK COUPLING VALVE KEYS. 3/4-INCH SIZE WITH THREADED BRASS SWIVEL ELL FOR 3/4-INCH HOSE CONNECTION.

1. ACCEPTABLE MANUFACTURERS:

A. HUNTER; MODEL #HK-33 AND HS-0 SWIVEL HOSE ELL.

2.4 CONTROL WIRING
A. PROVIDE WIRE CONDUCTORS BETWEEN AUTOMATIC CONTROLLERS AND ELECTRIC CONTROL VALVES WITH DIRECT BURIAL COPPER WIRE AWG-UF 600 VOLT.

B. INSTALL WIRES IN ACCORDANCE WITH THE VALVE MANUFACTURER'S SPECIFICATIONS AND WIRE SIZING CHARTS.

C. DO NOT USE WIRE SMALLER THAN #14 GAUGE FOR CONTROL WIRES.

D. PROVIDE ONE COMMON WIRE AND ONE CONTROL WIRE FOR EACH ELECTRIC CONTROL VALVE. DO NOT INSTALL MULTIPLE VALVES ON A SINGLE CONTROL WIRE.

E. MULTIPLE CONTROLLERS WITH ONE COMMON WIRE WILL NOT BE PERMITTED.

F. INSTALL WIRING TO OCCUPY SAME TRENCH ALONG SAME ROUTE AS PRESSURE MAIN LINE OR LATERAL LINE PIPING WHEREVER POSSIBLE.

1. WHEN CONTROL WIRE DOES NOT RUN IN MAIN LINE TRENCH, INSTALL WIRE WITHIN SCHEDULE 40 PVC CONDUIT.

2. WHEN MORE THAN ONE WIRE IS PLACED IN A TRENCH, TAPE WIRES TOGETHER AT INTERVALS OF NO MORE THAN 12-FEET.

3. PROVIDE A 2-FOOT LENGTH OF EXCESS WIRE IN AN 8-INCH DIAMETER LOOP AT EACH 90 DEGREE CHANGE OF DIRECTION, AT BOTH ENDS OF SLEEVES, AND AT 100-FOOT INTERVALS ALONG CONTINUOUS RUNS OF WIRING. DO NOT TIE WIRING LOOP.

4. LAY CONTROL WIRES LOOSELY IN TRENCH WITHOUT STRESS OR STRETCHING OF CONTROL WIRE CONDUCTORS.

G. WIRE EXPANSION CURLS:

1. PROVIDE WITHIN 3-FEET OF EACH WIRE CONNECTION.

2. PROVIDE SUFFICIENT LENGTH AT EACH SPLICE CONNECTION TO EACH ELECTRIC

CONTROL, SO THAT IN CASE OF REPAIR, VALVE BONNET CAN BE BROUGHT TO SURFACE WITHOUT DISCONNECTING CONTROL WIRES.

H. WIRE SPLICES:

1. PROVIDE WATERPROOF "ONE-STEP" WIRE CONNECTORS MANUFACTURED BY KING TECHNOLOGY. USE ONE SPLICE PER CONNECTOR SEALING PACK.

2. DO NOT INSTALL FIELD WIRE SPLICES BETWEEN AUTOMATIC IRRIGATION CONTROLLER AND ELECTRICAL CONTROL VALVES.

3. PROVIDE A 24-INCH LOOPED COIL ON FIELD WIRE SPLICES AND PLACE

LOOPED COIL WITHIN A ROUND PLASTIC VALVE BOX, HEAT-BRANDED WITH 2-INCH HIGH LETTERS STATING THE PHRASE "WS".

I. WIRE COLOR: CONTINUOUS OVER ITS ENTIRE LENGTH. USE SAME COLOR OF WIRE IDENTIFIED FOR EACH AUTOMATIC CONTROLLER AS FOLLOWS.

1. CONTROL WIRE: SOLID RED FOR EACH AUTOMATIC CONTROLLER.

2. COMMON WIRE: SOLID WHITE FOR EACH AUTOMATIC CONTROLLER.

3. SPARE CONTROL WIRE: SOLID BLACK.

4. SPARE COMMON WIRE: SOLID WHITE WITH BLACK STRIPING.

J. SPARE WIRES:

1. PROVIDE ONE SPARE WIRE GROUP AT LAST ELECTRIC CONTROL VALVES AS INDICATED ON DRAWINGS.

2. SPARE WIRE GROUP: PROVIDE TWO SPARE CONTROL WIRES AND ONE SPARE COMMON WIRE.

3. IDENTIFY WITHIN CONTROLLER PEDESTAL, STATION NUMBERS OF EACH SPARE CONTROL WIRE WITH PLASTIC TAG.

K. LOW VOLTAGE CONTROL WIRE CONDUIT PULL BOXES:

1. PROVIDE A CONDUIT PULL BOX AT EACH END OF CONTROL WIRE CONDUIT AT INSTALLATIONS LONGER THAN 20-FEET IN LENGTH.

2. LOCATE PULL BOXES IN PLANTING AREAS WITH 6-INCH CLEARANCE FROM BACK OF CURB.

2.5 IRRIGATION CONTROLLERS
A. IRRIGATION CONTROLLERS:

1. IRRIGATION CONTROLLERS: CONNECT TO THE EXISTING WEATHER TRAK.

B. OBTAIN APPROVAL BY OWNER FOR FINAL LOCATION OF IRRIGATION CONTROLLERS.

2.6 ELECTRIC CONTROL VALVES
A. HUNTER ICV SERIES AUTOMATIC VALVE, GLASS REINFORCED NYLON BODY. SIZE AS INDICATED ON DRAWINGS:

1. 1-INCH SIZE: MODEL #101G - 1"
B. DRIP VALVE ASSEMBLY, HUNTER ICZ-101-40.

1. 1-INCH SIZE: ICV VALVE WITH 1" HY100 WYE FILTER AND 40 PSI REGULATOR C. WEATHER TRAK - WT2W-SVD-11 STAION DECODER.

D. WEATHER TRAK - WTSW-LSP SURGE PROTECTOR. INSTALL ONE PER EVERY FIVE DECODERS OR AT THE END OF A WIRE RUN WITH 5/8" BY 8' LONG COPPER GROUND ROD.

2.7 PLASTIC IDENTIFICATION TAGS
A. TAGS ARE MADE TO ORDER WITH HOT STAMPED BLACK LETTERS ON YELLOW BACKGROUND. PROVIDE ONE TAG EACH FOR FOLLOWING EQUIPMENT:

1. ELECTRIC CONTROL VALVES: NUMBERED TO MATCH VALVE STATIONING AS INDICATED ON DRAWINGS.

B. ACCEPTABLE MANUFACTURERS:

1. T. CHRISTY ENTERPRISES (714) 771-4142.

2.8 VALVE BOXES
A. ROUND PLASTIC VALVE BOXES (IN PLANTING AREAS ONLY): SIZED PER DETAIL, GREEN COLOR.

1. ACCEPTABLE MANUFACTURERS:

A. CARSON-BROOKS PRODUCTS, INC.; MODEL #910-4B, AND
B. NDS, INC.; MODEL 107 EBC 7" ROUND EMITTER BOX.

2. PROVIDE ROUND PLASTIC VALVE BOXES FOR THE FOLLOWING EQUIPMENT:

A. GATE VALVES.

B. QUICK COUPLING VALVES.

B. RECTANGULAR PLASTIC VALVE BOXES (IN PLANTING AREAS ONLY): 11 3/4-INCH WIDE X 17-INCH LONG X 12-INCH DEEP WITH BOLT-DOWN HINGED COVER, GREEN COLOR.

1. ACCEPTABLE MANUFACTURERS:

A. NDS PRODUCTS, INC.; MODEL #218BC.

2. PROVIDE VALVE BOXES FOR FOLLOWING EQUIPMENT:

A. ELECTRIC CONTROL VALVES.

B. WIRE SPLICES, OR SPARE WIRES.

C. ALL VALVE BOXES ARE TO BE HEAT BRANDED WITH AN ABBREVIATED DESCRIPTION OF THE VALVE TYPE. USE A MIN. 2" LETTERS, AND DUPLICATE THE THE ABBREVIATION USE ALREADY ESTABLISHED ON SITE.

2.9 SPRINKLER HEADS
A. SPRINKLER NOZZLE:MP ROTATOR - NOZZLE PER DRAWING.

1. ACCEPTABLE MANUFACTURERS:

A. HUNTER MP2000 SERIES - 6" POP-UP MOUNT WITH BUILT-IN CHECK VALVE.

B. HUNTER PROS - 06 PRS30-CV SERIES POP-UP MOUNT WITH BUILT-IN CHECK VALVE.

C. HUNTER RZWS-36-25-CV 36" DEEP ROOT WATERING SYSTEM
PART 1 GENERAL

1.1 SECTION INCLUDES
A. IRRIGATION SYSTEM TO SUPPORT PLANT MATERIAL.

1.2 RELATED SECTIONS
A. SECTION 02950 - TREES, PLANTS, AND GROUND COVERS: COORDINATION OF PLANTING.

1.3 REFERENCES
A. ASTM D 2235 - SOLVENT CEMENT FOR ACRYLONITRILE - BUTADIENE - STYRENE (ABS) PLASTIC PIPE AND FITTINGS.

B. ASTM D 2241 - POLY (VINYL CHLORIDE) (PVC) PLASTIC PIPE (SDR-PR).

C. ASTM D 2282 - ACRYLONITRILE-BUTADIENE-STYRENE (ABS) PLASTIC PIPE (SDR-PR).

D. ASTM D 2564 - SOLVENT CEMENT FOR POLY (VINYL CHLORIDE) (PVC) PLASTIC PIPE AND FITTINGS.

1.4 SYSTEM DESCRIPTION
A. AUTOMATIC CONTROLLERS OPERATE IRRIGATION VALVES. ELECTRIC SOLENOID CONTROLLED UNDERGROUND POP-UP SPRINKLER SYSTEM.

B. SOURCE POWER: 120 VOLT, 15A, SINGLE PHASE.

C. LOW VOLTAGE CONTROLS: 24 VOLT, 5A.

D. WATER SOURCE: CITY SUPPLIED POTABLE WATER (PW) SUPPLY SYSTEM.

1.5 SUBMITTALS
A. FURNISH THE ARTICLES, EQUIPMENT, MATERIALS, OR PROCESSES SPECIFIED BY NAME INDICATED IN DRAWINGS AND THIS SECTION.

B. SUBMIT A COMPLETE MATERIAL LIST PRIOR TO PERFORMING WORK. INCLUDE WITH MATERIAL LIST MANUFACTURER, MODEL NUMBER AND DESCRIPTION OF MATERIALS AND EQUIPMENT TO BE USED. ALTHOUGH

MANUFACTURER AND OTHER INFORMATION MAY BE DIFFERENT, THE FOLLOWING IS A GUIDE TO PROPER SUBMITTAL FORMAT:

ITEM DESCRIPTION MANUFACTURER MODEL NO.

1. GATE VALVE NIBCO T-136
C. IRRIGATION SUBMITTAL LIST MUST BE SPECIFIC AND COMPLETE. ITEMS MUST BE LISTED AND INCLUDE SOLVENT/PRIMER, WIRE, WIRE CONNECTORS, VALVE BOXES, ETC. NO COPIES OF MANUFACTURER'S CATALOG CUTS ARE REQUIRED AS SUBMITTAL INFORMATION, THOUGH THEY MAY BE USED.

D. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR APPROVAL OF OWNER MAY BE REJECTED.

E. APPROVAL OF ITEMS, ALTERNATE OR SUBSTITUTES, INDICATES ONLY THAT PRODUCT OR PRODUCTS

APPARENTLY MEET REQUIREMENTS OF THE DRAWINGS AND THIS SECTION ON BASIS OF INFORMATION OR SAMPLES SUBMITTED.

F. MANUFACTURER'S WARRANTIES DO NOT RELIEVE CONTRACTOR'S LIABILITY UNDER WARRANTY. SUCH WARRANTIES ONLY SUPPLEMENT WARRANTY.

G. PROJECT RECORD DRAWINGS:

1. PROVIDE AND KEEP UP TO DATE, COMPLETE SET OF PROJECT RECORD DOCUMENTS, CORRECTED DAILY, TO SHOW CHANGES FROM DOCUMENTS AND THIS SECTION. INDICATE EXACT INSTALLED LOCATIONS, SIZES, AND KINDS OF EQUIPMENT. PRINTS FOR PREPARATION OF PROJECT RECORD DOCUMENTS MAY BE OBTAINED FROM OWNER AT CONTRACTOR'S COST.

2. PROJECT RECORD DOCUMENTS TO BE FULL SIZED DRAWINGS, 24 BY 36-INCHES, AND INCLUDE THE PHRASE "PROJECT RECORD DRAWINGS" IN TITLE BLOCK.

3. MAKE NEAT AND LEGIBLE NOTATIONS ON PROJECT RECORD DOCUMENTS OF WORK INSTALLED ON A DAILY BASIS. FOR EXAMPLE, SHOULD A PIECE OF EQUIPMENT BE INSTALLED IN A LOCATION THAT

DOES NOT MATCH DRAWINGS, INDICATE THAT EQUIPMENT HAS BEEN RELOCATED IN A GRAPHIC MANNER SO AS TO MATCH ORIGINAL IRRIGATION SYMBOLS INDICATED ON DRAWINGS. TRANSFER RELOCATED EQUIPMENT AND DIMENSIONS TO PROJECT RECORD DOCUMENTS.

4. DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, OR EDGE OF WALKWAY INTERSECTIONS, THE LOCATION OF THE FOLLOWING ITEMS AS THEY EXIST ON SITE:

A. CONNECTION TO WATER LINES.

B. CONNECTION TO EXISTING ELECTRICAL POWER.

C. GATE VALVES.

D. ROUTING OF PRESSURE MAIN LINE PIPING (DIMENSION MAXIMUM 100-FEET ALONG ROUTING).

E. ELECTRIC CONTROL VALVES.

F. ROUTING OF CONTROL WIRING.

G. CONTROL WIRE CONDUIT.

H. QUICK COUPLING VALVES.

I. AUTOMATIC CONTROLLERS.

J. SLEEVING UNDER PAVING.

H. IRRIGATION CONTROLLER CHARTS:

1. PREPARE IRRIGATION CONTROLLER CHARTS FROM CONTRACTOR-PROVIDED PROJECT RECORD DOCUMENTS. OBTAIN OWNER'S APPROVAL OF PROJECT RECORD DOCUMENTS PRIOR TO PREPARING IRRIGATION CONTROLLER CHARTS.

2. PROVIDE ONE IRRIGATION CONTROLLER CHART FOR EACH IRRIGATION CONTROLLER INSTALLED ON PROJECT.

3. INDICATE ON EACH IRRIGATION CONTROLLER CHART, VIA COLORED PENCIL, AREA CONTROLLED BY THAT AUTOMATIC IRRIGATION CONTROLLER. PROVIDE A DIFFERENT AND DISTINCT COLOR FOR EACH VALVE ZONE.

4. IRRIGATION CONTROLLER CHART FORMAT: 11 X 17-INCH BOND REDUCED FROM APPROVED CADD GENERATED PROJECT RECORD DOCUMENTS.

5. OBTAIN OWNER'S APPROVAL OF COLORED IRRIGATION CONTROLLER CHARTS PRIOR TO HERMETICALLY SEALING CHARTS BETWEEN TWO PIECES OF 5 MIL PLASTIC LAMINATE.

6. ONE COLORED HERMETICALLY SEALED IRRIGATION CONTROLLER CHART SHALL BE SECURELY

PLACED WITHIN THE CONTROLLER CABINET, AND ONE COLORED NON-HERMETICALLY SEALED IRRIGATION CONTROLLER CHART SHALL BE PROVIDED TO THE OWNER.

1.6 QUALITY ASSURANCE
A. MANUFACTURER: COMPANY SPECIALIZING IN MANUFACTURING PRODUCTS SPECIFIED IN THIS SECTION WITH A MINIMUM OF 5 YEARS OF DOCUMENTED EXPERIENCE.

B. CONTRACTOR: COMPANY SPECIALIZING IN PERFORMING WORK OF THIS SECTION WITH A MINIMUM OF 5 YEARS OF DOCUMENTED EXPERIENCE.

C. MANUFACTURER'S DIRECTIONS:

1. FOLLOW MANUFACTURER'S DIRECTIONS AND DRAWINGS WHERE MANUFACTURERS OF PRODUCTS USED IN THIS SECTION. FURNISH DIRECTIONS COVERING INSTALLATION POINTS NOT SHOWN IN DRAWINGS AND THIS SECTION.

2. NOTIFY OWNER OF CONFLICTING MANUFACTURER DIRECTIONS PROVIDED WITH PRODUCTS PRIOR TO INSTALLATION.

D. EXPLANATION OF DRAWINGS:

1. DUE TO SCALE OF DRAWINGS IT IS NOT POSSIBLE TO INDICATE EVERY OFFSET, FITTING, AND SLEEVE WHICH ARE REQUIRED. CAREFULLY INVESTIGATE EXISTING SITE CONDITIONS AFFECTING WORK:

ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS.

2. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE INDICATIVE OF WORK TO BE INSTALLED. INSTALL

WORK IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES.

3. FURNISH AND INSTALL WORK CALLED FOR ON DRAWING NOTES AND DETAILS WHETHER OR NOT SPECIFICALLY MENTIONED IN THIS SECTION.

4. DO NOT WILLFULLY INSTALL IRRIGATION SYSTEM AS INDICATED ON DRAWINGS WHEN IT IS

OBVIOUS IN FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. BRING OBSTRUCTIONS OR DIFFERENCES TO OWNER'S ATTENTION. IN EVENT THIS NOTIFICATION IS NOT PERFORMED, CONTRACTOR IS TO ASSUME FULL RESPONSIBILITY FOR REVISIONS.

E. CORRECT DISCREPANCIES OF UNSATISFACTORY WORK. COMPLETE CORRECTION OF WORK WITHIN A REASONABLE PERIOD MUTUALLY AGREED UPON BETWEEN OWNER AND CONTRACTOR.

F. OWNER RESERVES THE RIGHT TO SUBSTITUTE, ADD, DELETE ANY MATERIAL OR WORK AS WORK PROGRESSES.

IF DEEMED NECESSARY BY OWNER, NEGOTIATIONS AND ADJUSTMENTS TO CONTRACT PRICE, CREDITS AND DEDUCTIONS TO CONTRACT SUM WILL OCCUR ACCORDING TO UNIT PRICES PROVIDED IN PROPOSAL.

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE
LI-4
06-15-2023
N/A

IRRIGATION

SPECIFICATION

ROLLING HILLS

COMMUNITY

TENNIS COURTS
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
ASSESSOR'S ID NO.: 7569-015-900
302
B. IRRIGATION SYSTEM TESTING: 1. PROVIDE HYDROSTATIC TESTS ON PRESSURE MAINLINE PIPING ONLY IN PRESENCE OF OWNER. DO NOT BACKFILL MAINLINE PIPE UNTIL PRESSURE READINGS HAVE BEEN OBSERVED AND APPROVED BY OWNER. 2. NOTIFY OWNER AT LEAST 48 HOURS IN ADVANCE OF HYDROSTATIC MAINLINE TESTING. 3. TEST PRESSURE MAINLINE UNDER HYDROSTATIC PRESSURE OF 150 PSI FOR A PERIOD OF AT LEAST 2 HOURS. OBTAIN OWNER'S APPROVAL OF HYDROSTATIC MAINLINE TESTING PRIOR TO INSTALLING ELECTRIC CONTROL VALVES. 4. PERFORM HYDROSTATIC PRESSURE TESTING ON NON-PRESSURE LATERAL PIPING LOCATED UNDER PAVED AREAS UNDER A HYDROSTATIC PRESSURE OF 150 PSI FOR A PERIOD OF AT LEAST 2 HOURS. 5. IF DURING A HYDROSTATIC PRESSURE TEST, A PRESSURE DROP IS OBSERVED, INDICATING A LEAK, REPLACE FAULTY FITTINGS OR PIPE AND REPEAT HYDROSTATIC PRESSURE TEST UNTIL ENTIRE MAINLINE SYSTEM IS PROVEN WATERTIGHT AND APPROVED BY OWNER. 6. FURNISH NECESSARY FORCE PUMP AND RELATED EQUIPMENT FOR HYDROSTATIC MAINLINE PRESSURE TEST. 7. WHEN HYDROSTATIC MAINLINE PRESSURE TEST IS APPROVED BY OWNER, PERFORM A SPRINKLER COVERAGE TEST IN PRESENCE OF OWNER. PROVIDE THE FOLLOWING: A. DETERMINE IF WATER COVERAGE IS COMPLETE AND ADEQUATE. B. FURNISH MATERIALS AND PERFORM WORK NECESSARY TO CORRECT INADEQUACIES OF WATER COVERAGE DUE TO DEVIATIONS FROM DRAWINGS, OR WHERE IRRIGATION SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE, WITHOUT BRINGING THIS TO ATTENTION OF OWNER. C. PERFORM TESTING PRIOR TO INSTALLING PLANT MATERIAL. 8. UPON COMPLETION OF EACH PHASE OF WORK, TEST FOR COVERAGE OF ENTIRE SPRINKLER SYSTEM AND ADJUST TO MEET SPECIFIC SITE REQUIREMENTS PRIOR TO OWNER'S REVIEW. 3.7 DEMONSTRATION AND INSTRUCTIONS A. INSTRUCT OWNER'S MAINTENANCE PERSONNEL IN PROPER OPERATION AND MAINTENANCE OF IRRIGATION SYSTEM. B. USE OPERATION AND MAINTENANCE MATERIAL AS BASIS FOR DEMONSTRATION. 3.8 TOOLS AND SPARE PARTS A. PRIOR TO FINAL PAYMENT, SUPPLY OWNER WITH OPERATING KEYS, SERVICING TOOLS, TEST EQUIPMENT, AND OTHER ITEMS SPECIFIED IN THIS SECTION. B. OTHER MATERIALS: 1. INSTALL OTHER MATERIALS OR EQUIPMENT INDICATED ON DRAWINGS TO BE PART OF IRRIGATION SYSTEM, EVEN THOUGH SUCH ITEMS MAY NOT HAVE BEEN REFERENCED IN THIS SECTION. 3.9 CLEANUP A. PERFORM CLEANUP AS EACH PORTION OF WORK PROGRESSES. REMOVE REFUSE AND EXCESS DIRT FROM SITE, CLEAN WALKS AND PAVING, AND REPAIR DAMAGE SUSTAINED TO WORK OF OTHER TRADES TO ORIGINAL CONDITION. B. UPON COMPLETION OF WORK, REMOVE EXCESS MATERIALS, RUBBISH AND DEBRIS. SWEEP

ADJACENT ROADWAYS, CURBS, GUTTERS AND SIDEWALKS AND REMOVE CONSTRUCTION EQUIPMENT FROM SITE. 3.10 FINAL PAYMENT A. OPERATE EACH SYSTEM IN ITS ENTIRETY FOR OWNER'S REVIEW AT TIME OF FINAL PAYMENT. REWORK ANY ITEMS DEEMED NOT ACCEPTABLE BY OWNER. 3.11 SITE VISIT OBSERVATION SCHEDULE A. NOTIFY OWNER IN ADVANCE OF FOLLOWING REQUIRED SITE VISITS:

1. PRE-JOB OR "KICK-OFF" MEETING - 7 DAYS. 2. LATERAL LINE AND SPRINKLER HEAD INSTALLATION - 2 DAYS. 3. SPRINKLER HEAD COVERAGE TEST - 2 DAYS. 4. FINAL PAYMENT WALK-THROUGH - 7 DAYS. B. NO SITE VISITS WILL COMMENCE WITHOUT UPDATED PROJECT RECORD DRAWINGS BEING PRESENT ONSITE. END OF SECTION 4. DO NOT EXCEED DESIGNED IRRIGATION HEAD SPACING AS INDICATED ON DRAWINGS. 5. ACCOMMODATE GRADE CHANGES IN TRENCHES. 6. KEEP TRENCHES FREE OF DEBRIS AND OBSTRUCTIONS THAT COULD DAMAGE PIPE. 7. APPLY TEFLON TAPE ON THREADED PVC TO PVC AND THREADED PVC TO METAL JOINTS. APPLY LIGHT WRENCH PRESSURE ONLY. WHERE THREADED PVC CONNECTIONS ARE REQUIRED, USE THREADED PVC ADAPTERS INTO WHICH PIPE MAY BE SOLVENT WELDED. B. ASSEMBLING PIPE AND FITTINGS: 1. INSPECT PIPE AND FITTINGS BEFORE INSTALLATION. 2. KEEP PIPE FREE FROM DIRT AND PIPE SCALE. CUT PIPE ENDS SQUARE AND DEBUR PIPE EDGES.3. KEEP ENDS OF ASSEMBLED PIPE CAPPED. REMOVE CAPS ONLY WHEN NECESSARY TO CONTINUE ASSEMBLY. 4. INSTALL PIPE WITH IDENTIFICATION MARKINGS FACE UP FOR VISUAL INSPECTION AND VERIFICATION. C. IRRIGATION PIPING CLEARANCE: 1. PROVIDE A MINIMUM CLEARANCE OF 6-INCHES BETWEEN IRRIGATION PIPING AND PIPING OF OTHER TRADES. 2. DO NOT INSTALL PARALLEL PIPELINES DIRECTLY OVER ONE ANOTHER. D. AUTOMATIC CONTROLLER INSTALLATION: 1. THIS PROJECT UTILIZES AN EXISTING CONTROLLER. F. PLASTIC IDENTIFICATION TAGS: 1. CONNECT IDENTIFICATION TAGS TO CONDUCTOR WIRES WITH BLACK OR WHITE NYLON "TIE-LOCK" FASTENERS. 2. LOCATE IDENTIFICATION TAGS FACING UPWARD. G. GATE VALVE INSTALLATION (IF ADDED TO THE PROJECT): 1. LOCATE AND INSTALL GATE VALVES AS INDICATED ON DRAWINGS. 2. GATE VALVE BOXES LOCATED IN PLANTING AREAS: INSTALL 6-INCHES AWAY AND PERPENDICULAR FROM BACK OF CURB OR PAVED EDGES. 3. CONSULT OWNER FOR METHOD OF IDENTIFICATION OF GATE VALVE BOXES. H. QUICK COUPLING VALVE INSTALLATION (IF ADDED TO THE PROJECT): 1. LOCATE AND INSTALL QUICK COUPLING VALVES AS INDICATED ON DRAWINGS. 2. PLACE QUICK COUPLING VALVE BOXES A MINIMUM OF 6-INCHES FROM BACK OF CURB OR PAVED EDGES. 3. PROVIDE 24-INCHES CLEARANCE FROM EDGE OF QUICK COUPLING VALVE BOX TO ADJACENT VALVE BOXES. I. SYSTEM FLUSHING: 1. AFTER PIPE LINES AND RISERS ARE IN PLACE AND CONNECTED, NECESSARY DIVERSION WORK HAS BEEN COMPLETED, AND PRIOR TO INSTALLATION OF SPRINKLER HEADS, OPEN CONTROL VALVES WITH FULL HEAD OF WATER TO FLUSH OUT SYSTEM. 2. INSTALL SPRINKLER HEADS AFTER FLUSHING OF SYSTEM HAS BEEN PERFORMED. J. SPRINKLER HEAD INSTALLATION: 1. INSTALL SPRINKLER HEADS AS INDICATED ON DRAWINGS. 2. DO NOT EXCEED DESIGN SPACING OF SPRINKLER HEADS. K. SLEEVING:1. ALLOW 6-FEET OF CLEARANCE AT SLEEVE ENDS FOR FUTURE ACCESS TO SLEEVE. ROUTE CONTROL WIRES AND CABLE THROUGH SLEEVES AND TIE AT EACH END TO WOOD IDENTIFICATION STAKES. 2. PROVIDE SLEEVING FOR CONTROL WIRING UNDER PAVING REGARDLESS IF DRAWINGS DO NOT INDICATE SPECIFIC LOCATIONS. 3. LOCATE SLEEVING ENDS WITH 1-INCH DIAMETER BLUE SPRAY PAINT "DOTS" AT PAVING EDGE. L. BACKFILLING: 1. DO NOT BACKFILL TRENCHES UNTIL REQUIRED TESTS ARE PERFORMED. CAREFULLY BACKFILL TRENCHES WITH EXCAVATED MATERIALS APPROVED FOR BACKFILLING, CONSISTING OF EARTH, LOAM, SANDY CLAY, OR SAND, FREE FROM LARGE CLODS OF EARTH, STONES OR DEBRIS. 2. MECHANICALLY COMPACT BACKFILLED TRENCHES TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL. CONFORM BACKFILL TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER SURFACE IRREGULARITIES. 3. PLACE FINE GRANULAR MATERIAL BACKFILL OVER PIPES. 4. DO NOT FLOOD TRENCHES. 5. MAKE ADJUSTMENTS IF TRENCH SETTLEMENT OCCURS AND PROVIDE NECESSARY ADJUSTMENTS, AS NECESSARY, TO PIPE, VALVES, SPRINKLER HEADS, PLANTING, OR OTHER CONSTRUCTION ELEMENTS. M. TRENCHING AND BACKFILLING UNDER PAVING: 1. BACKFILL TRENCHES LOCATED UNDER PAVING WITH SAND, 6-INCHES BELOW PIPE AND 3-INCHES ABOVE PIPE. 2. COMPACT TRENCHES TO 95% RELATIVE COMPACTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. 3. LEAVE TRENCHES FLUSH WITH ADJOINING FINISH GRADE.

4. SET IN PLACE, CAP AND PRESSURE TEST PIPING UNDER PAVING PRIOR TO BEGINNING PAVING WORK. 5. IF REQUIRED, INSTALL PIPING UNDER EXISTING PAVING BY JACKING, BORING OR HYDRAULIC DRIVING. WHEN CUTTING OR BREAKING OF CONCRETE IS NECESSARY, REPAIR OR REPLACE, AS NECESSARY. OBTAIN OWNER'S APPROVAL TO CUT OR BREAK PAVING. NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER PAVING. 6. PROVIDE MINIMUM SAND COVER OF 18-INCHES BETWEEN TOP OF PIPE AND BOTTOM OF PAVING SUB-BASE FOR PRESSURE AND NON-PRESSURE PIPING INSTALLED UNDER PAVING. 3.5 INSTALLATION A. ASSEMBLIES: 1. ROUTING OF IRRIGATION LINES AS INDICATED ON DRAWINGS IS DIAGRAMMATIC ONLY. INSTALL LINES AND VARIOUS ASSEMBLIES IN SUCH MANNER AS TO CONFORM WITH DRAWINGS. 2. INSTALL MULTIPLE ASSEMBLIES IN PLASTIC LINES. PROVIDE EACH ASSEMBLY WITH ITS OWN OUTLET. 3. INSTALL ASSEMBLIES SPECIFIED HEREIN AND IN ACCORDANCE WITH DRAWINGS. 4. REMOVE DIRT AND DEBRIS FROM PVC PIPE AND FITTINGS PRIOR TO ENERGIZING IRRIGATION SYSTEM. 3.6 FIELD QUALITY CONTROL A. ADJUSTMENT OF IRRIGATION SYSTEM:

1. ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO REDUCE OVER-SPRAY ONTO PAVED AREAS AND FACILITIES. 2. PERFORM ADJUSTMENTS TO SPRINKLER HEADS TO PROVIDE OPTIMUM COVERAGE PRIOR TO INSTALLING PLANT MATERIAL. ADJUSTMENTS MAY ALSO INCLUDE CHANGES IN NOZZLE SIZES AND INSTALLING PRESSURE REDUCING SCREENS (PCS) OF APPROPRIATE SIZE. 3. INSTALL SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE. 2.10 DRIP IRRIGATION A. INSTALL VALVE ASSEMBLY, AIR RELIEF VALVE, FLUSH CAP AND DRIP TUBING IN THE APPROXIMATE LOCATIONS AND LAYOUT AS SHOWN ON THE DRAWINGS. FIELD ADJUSTMENT WILL BE NECESSARY TO PROVIDE PROPER COVERAGE. ON GRADE DRIPLINE TO BE SPACED 16" 0.C. 1. ACCEPTABLE MANUFACTURERS: A. HUNTER ICZ-101-40 B. HUNTER PLD-AVR - AIR VENT C. HUNTER PLD CAP - TO ALLOW FOR LINE FLUSH D. HUNTER PLD-06-12-XXX PRESSURE COMPENSATING DRIP LINE - 0.6 GPH @ 12" O.C. 2.11 BACKFLOW PREVENTION A. THIS PROJECT UTILIZES THE EXISTING BACKFLOW PREVENTER OR WILKINS 975XLSEU. 2.12 SLEEVING A. INSTALL SLEEVES BENEATH PAVED AREAS TO ROUTE MAIN LINE, LATERAL PIPE, AND CONTROL WIRING BUNDLES. EXTEND SLEEVE PIPE A MINIMUM OF 12-INCHES, AND A MAXIMUM OF 24-INCHES, BEYOND PAVING EDGES OR CURB FACES. PROVIDE PVC CAPS AT EACH SLEEVE END. PROVIDE SLEEVING FOR FLOW SENSOR WIRING. B. SLEEVING MATERIALS: 1. PEDESTRIAN RATED PAVING: PVC SCHEDULE 40 PIPE WITH SOLVENT-WELDED JOINTS. 2. VEHICULAR RATED PAVING: PVC SCHEDULE 40 PIPE WITH SOLVENT-WELDED JOINTS. C. SLEEVING SIZE: EQUAL TO TWICE THAT OF MAIN LINE OR LATERAL PIPE OR WIRING BUNDLE BEING SERVED. D. SLEEVE LOCATION: IDENTIFY LOCATION ON "PROJECT RECORD DRAWINGS". 2.13 ACCESSORIESA. TOOLS AND SPARE PARTS: PROVIDE OPERATING KEYS, SERVICING TOOLS, TEST EQUIPMENT, OTHER ITEMS, AND SPARE PARTS AS DESCRIBED IN THIS SECTION. B. MISCELLANEOUS MATERIALS: PROVIDE OTHER MATERIALS OR EQUIPMENT NOT SHOWN ON DRAWINGS OR REFERENCED IN THIS SECTION AS NECESSARY TO COMPLETE INSTALLATION OF IRRIGATION SYSTEM. PART 3 EXECUTION 3.1 EXAMINATIONA. VERIFY LOCATION OF EXISTING UTILITIES. B. VERIFY THAT REQUIRED UTILITIES ARE AVAILABLE, IN PROPER LOCATION, AND READY FOR USE. C. PIPING LAYOUT AS INDICATED ON DRAWINGS IS DIAGRAMMATIC ONLY. ROUTE PIPING TO AVOID PLANT MATERIAL, STRUCTURES, FACILITIES, AND UTILITIES. D. LAYOUT AND STAKE LOCATIONS OF IRRIGATION SYSTEM COMPONENTS. E. REVIEW LAYOUT REQUIREMENTS WITH OTHER AFFECTED WORK. COORDINATE LOCATIONS OF PVC SLEEVES UNDER PAVING. 3.2 OBSERVATION A. SITE CONDITIONS: 1. SCALED DIMENSIONS ARE APPROXIMATE. CHECK AND VERIFY SIZE DIMENSIONS AND SECURE OWNER'S APPROVAL PRIOR TO PROCEEDING WITH WORK. 2. LOCATE WITH 2X2X24-INCH WOOD STAKES WITH IDENTIFYING MARKINGS FOR PROPOSED LOCATIONS OF ELECTRICAL CONTROL VALVE BOXES, GATE VALVE BOXES, MASTER VALVE BOXES, FLOW SENSOR BOXES AND QUICK COUPLER BOXES FOR APPROVAL BY OWNER. AFTER LOCATING ITEMS, NOTIFY OWNER FOR REVIEW AND APPROVAL. MAKE MINOR ADJUSTMENTS TO STAKE LOCATIONS AS REQUESTED BY OWNER. 3. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR UTILITIES. REPAIR DAMAGE WHEN INCURRED. 4. COORDINATE INSTALLATION OF SPRINKLER IRRIGATION MATERIALS, INCLUDING PIPING, FOR INTERFERENCE OR CONFLICTS WITH UTILITIES, CONSTRUCTION ELEMENTS, AND PLANTING. 5. VERIFY FINISH GRADES OF PLANTER AREAS PRIOR TO STARTING WORK. 6. REPORT IRREGULARITIES TO OWNER PRIOR TO BEGINNING WORK. BEGINNING OF WORK IMPLIES ACCEPTANCE OF EXISTING CONDITIONS. 3.3 SITE PREPARATION A. LAYOUT: 1. PRIOR TO INSTALLATION OF PIPING, STAKE OUT PRESSURE AND NON-PRESSURE SUPPLY LINES AND LOCATIONS OF SPRINKLER HEADS. NOTIFY OWNER FOR REVIEW AND APPROVAL OF PIPING LAYOUT. B. WATER SUPPLY POINT-OF-CONNECTION HOOK-UP: 1. PROVIDE WATER SUPPLY POINT-OF-CONNECTION AT LOCATIONS INDICATED ON DRAWINGS. 2. ACCOMMODATE MINOR ADJUSTMENTS TO PIPING DUE TO ACTUAL SITE CONDITIONS. C. LINE VOLTAGE ELECTRICAL SUPPLY CONNECTION HOOK-UP: 1. PROVIDE ELECTRICAL CONNECTION FROM EXISTING LINE VOLTAGE ELECTRICAL SUPPLY TO IRRIGATION CONTROLLER LOCATIONS INDICATED ON DRAWINGS. 2. ACCOMMODATE ELECTRICAL CONNECTION ADJUSTMENTS DUE TO ACTUAL SITE CONDITIONS. 3.4 TRENCHING AND BACKFILLING A. TRENCHING: 1. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO AN EVEN GRADE. TRENCHING EXCAVATION TO FOLLOW LAYOUT AS INDICATED ON DRAWINGS. 2. PROVIDE THE FOLLOWING MINIMUM SOIL COVER: A. 3-INCH AND SMALLER PRESSURE PVC PIPE: 18-INCHES. B. NON-PRESSURE PVC PIPE: 12-INCHES. C. CONTROL WIRE: 18-INCHES. D. TOP OF FINISHED SURFACE TO TOP OF SLEEVING INSTALLED UNDER PAVING: 36-INCHES. 3. WHEN PIPING IS INDICATED UNDER PAVING AND IS ROUTED PARALLEL AND ADJACENT TO PLANTING AREAS, INSTALL PIPING IN PLANTING AREAS. PROJECT TITLE SHEET TITLE CHECKED: DRAWN BY: DATE: REVISIONS PROJECT NO. SHEET N0. XREF FILE: SCALE: E-mail: [email protected] 904 Silver Spur Road #395 Rolling Hills Estates, CA 90274 (310) 377-5868 Richie-Bray, Inc. LANDSCAPE ARCHITECTURE LI-5 06-15-2023 N/A IRRIGATION SPECIFICATION ROLLING HILLS COMMUNITY TENNIS COURTS 2 PORTUGUESE BEND ROAD ROLLING HILLS, CA 90274 ASSESSOR'S ID NO.: 7569-015-900 303
GAL
GAL
ROS
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
LEO
SA4
SA4
SA4
SA4
SA4
SA4
SA4
SA4
SA4
CIS
LEO

PRU PRU PRU PRU
FES

CIS CIS
IRI

PRU PRU PRU PRU
CIS
HES
PRU
AGA
GAL
GAL
GAL

GAL GAL
ACH

ACH ACH
ACH

ACH ACH
ACH
ACH
GAL
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
GAL
GAL
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH

ACH ACH
IRI
IRI
IRI
IRI
IRI
ACH
ACH
ACH
ACH
ACH
IRI
IRI
IRI
IRI
IRI
IRI
IRI
IRI
IRI

IRI ACH
GAL
GAL
GAL
GAL

GAL GAL
GAL
LEY
LEY
LEY
LEY
LEY
LEY
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH

ACH ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
GAL
GAL
GAL
ROS

ROS ROS

CIJ CIJ CIJ
CIJ

FES FES FES FES FES FES

FES FES FES
CIJ
FES
FES
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CIS CIS CIS CIS CIS CIS

SEN SEN SEN SEN SEN SEN SEN SEN SEN SEN SEN SEN
SEN
SEN
SEN
SEN
SEN
SEN
SEN
SEN

RHA SEN
SEN
SEN
HES
HES
AGA
AGA
AGA
AGA
AGA
LEY
LEY
LEY
LEY
LEY
LEY
LEY
LEY
WEM
WEM
WEM
WEM
WEM
WEM
WEM
WEM
LOL
LOL
LOL
LOL
LEY
LEY
LEY
LEY

LEY AGA AGA AGA
ACH
AGA
ACH

ACH ACH ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
HEA
HEA
HEA

HEA HEA

HEA HEA
HEA
HEA
HEA
HEA W

HEA HEA
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HEA

HEA HEA
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HEA
HEA
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CIP
CIP
CIP
CIP
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CIP
CIP
HEA
HEA
HEA
HEA
HEA
HEA
HEA
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WEM
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LOL
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LOL

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LOL
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LOL
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LOL
LOL
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LOL
LOL

LOL WW W W W W W W W W W W W W W W WW

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE

ROLLING HILLS

COMMUNITY

TENNIS COURTS

LIGHTING PLAN
LL-1
06-15-2023
1/8" = 1'-0"
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
ASSESSOR'S ID NO.: 7569-015-900

PORTUGUESE BEND ROAD
NOTES :

SYM.

LIGHTING SCHEDULE :

KING LUMINAIRE
L 4 0 HOUSE LIGHT MATCH HOA
L 5 PATH LIGHT
L 2 6 TRELLIS WALL LIGHT FX LUMINAIRE
L 1 FX LUMINAIRE
TYPE 0 DOWNLIGHT (ON TREES)QTY DESCRIPTION MANUFACTURER L 3 18 WALL LIGHT - RECESSED FX LUMINAIRE
10 FX LUMINAIRE

PILASTER LIGHT

1. LANDSCAPE LIGHTING FIXTURES NOTED

ON PLAN ARE DESIGN INTENT FOR
LIGHTING TYPE & LOCATION ONLY. REFER

TO ELECTRICAL DRAWINGS FOR ALL

CIRCUITRY, SWITCH/CONTROLS AND
POWER REQUIREMENTS. FINAL LOCATION

AND FIXTURE AIMING TO BE FIELD
VERIFIED BY LANDSCAPE ARCHITECT.

2. TRANSFORMERS TO BE INSTALLED FOR
SEPARATE CIRCUITS AS REQUIRED.

3. PLANTER AND DECK DRAIN LOCATIONS

ARE TO BE DETERMINED BY LANDSCAPE
ARCHITECT ON SITE.

4. ALL LAMPS LED.

5. ELECTRIC LOADS AND TRANSFORMERS TO

BE CALCULATED & APPROVED BY

CERTIFIED ELECTRICIAN BEFORE
INSTALLATION.

6. ALL LIGHT FIXTURES SHALL MEET
DARK-SKY COMPLIANCE REQUIREMENTS.

L 6 6
L 7 1

FIXTURE SPECIFICATIONS COLOR REMARKS
K601D

MATCH HOA
NL
PS
UN
FG
LED

MATCH HOA
3 LED / 20 WATT
3 LED / 20 WATT
1 LED / 10 WATT
3 LED / 20 WATT
TBD

MATCH HOA
CU-AB
CU-AB
AB
AB
ADA APPROVED T TRANSFORMER FX LUMINAIRE PX 600 WATT SS T

SIGN BOARD W/ LIGHTS

TRANSFORMER
07-06-2023
304

ROLLING HILLS

COMMUNITY

TENNIS COURTS

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE

LIGHTING

SPECIFICATION
LL-2
06-15-2023
N/A
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
WALL LIGHT - RECESSED L 3 TRELLIS WALL LIGHT L 2 DOWN LIGHT (ON TREES) L 1 07-16-2023
305

ROLLING HILLS

COMMUNITY

TENNIS COURTS

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE

LIGHTING

SPECIFICATION
LL-3
06-15-2023
N/A
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
TRANSFORMER L 7 PILASTER LIGHT L 6 PATH LIGHT L 5
306
1 Attachment H
307
PORTUGUESE BEND/ROLLING HILLS ROAD SEWER MAIN IMPROVEMENT PROJECT Know what'sbelow. Calltwo working before you dig.

R PUBLIC WORKS DEPARTMENT CITY OF ROLLING HILLS No. C50129 LUA N

NE BEA N

C I V I L

REGISTERED PROFES

SIONA L ENGINEER

S T A T E
O F
C
A

L I F O R N I A
308
Know what'sbelow. Calltwo working before you dig. R PUBLIC WORKS DEPARTMENT CITY OF ROLLING HILLS No. C50129 LUA NNE BEA N C I V I L REGISTERED PROFESSIONA L ENGINEER S T A T E O F C A L I F O R N I A 309
1 inch = ft. GRAPHIC SCALE 20 Know what'sbelow. Calltwo working before you dig. R PUBLIC WORKS DEPARTMENT CITY OF ROLLING HILLS No. C50129 LUA NNE BEA N C I V I L REGISTERED PROFESSIONA L ENGINEER S T A T E O F C A L I F O R N I A 310
1 inch = ft. GRAPHIC SCALE 20 Know what'sbelow. Calltwo working before you dig. R PUBLIC WORKS DEPARTMENT CITY OF ROLLING HILLS No. C50129 LUA NNE BEA N C I V I L REGISTERED PROFESSIONA L ENGINEER S T A T E O F C A L I F O R N I A ∠ 311
1 inch = ft. GRAPHIC SCALE 20 Know what'sbelow. Calltwo working before you dig. R PUBLIC WORKS DEPARTMENT CITY OF ROLLING HILLS No. C50129 LUA NNE BEA N C I V I L REGISTERED PROFESSIONA L ENGINEER S T A T E O F C A L I F O R N I A ∠ PALOS VERDES DR NORTH 312
1 inch = ft. GRAPHIC SCALE 20 Know what'sbelow. Calltwo working before you dig. R PUBLIC WORKS DEPARTMENT CITY OF ROLLING HILLS No. C50129 LUA NNE BEA N C I V I L REGISTERED PROFESSIONA L ENGINEER S T A T E O F C A L I F O R N I A 313
HORSE

XING STOP
HORSE
XING Know what'sbelow. Calltwo working before you dig. R PUBLIC WORKS DEPARTMENT CITY OF ROLLING HILLS No. C50129 LUA NNE BEA N C I V I L REGISTERED PROFESSIONA L ENGINEER S T A T E O F C A L I F O R N I A ROLLING HILLS RD ROLLING HILLS RD 1 inch = ft. GRAPHIC SCALE 20 “ ” 314
Know what'sbelow. Calltwo working before you dig. R PUBLIC WORKS DEPARTMENT CITY OF ROLLING HILLS No. C50129 LUA NNE BEA N C I V I L REGISTERED PROFESSIONA L ENGINEER S T A T E O F C A L I F O R N I A PORTUGUESE BEND RD PALOS VERDES DR NORTH 1 inch = ft. GRAPHIC SCALE 20 “ ” 315
Know what'sbelow.

Calltwo working before you dig.

PUBLIC WORKS DEPARTMENT

CITY OF ROLLING HILLS
No. C50129

LUA NNE BEA N

C I V I L

REGISTERED PROFESSIONA L ENGIN
EER

S T A T E O F C A L I F O R N I A
STA. 40+00 SEWER MANHOLE DETAIL STA. 43+50 SEWER MANHOLE DETAIL STA. 47+78.69 SEWER MANHOLE DETAIL STA. 52+28.69 SEWER MANHOLE DETAIL STA. 56+70± SEWER MANHOLE DETAIL 316
Know what'sbelow.

Calltwo working before you dig.

PUBLIC WORKS DEPARTMENT

CITY OF ROLLING HILLS
No. C50129

LUA NNE BEA N

C I V I L

REGISTERED PROFESSIONA L ENGIN
EER

S T A T E O F C A L I F O R N I A
SHEET NOTES:

MANHOLE PENETRATION CONNECTION
AT AREAS THAT EDGE OF TRENCH IS LESS THAN 4-FT FROM EDGE OF GUTTER, THE ENTIRE SURFACE FROM EDGE OF TRENCH TO EDGE OF GUTTER SHALL BE GROUND AND OVERLAID WITH SURFACE COURSE.

OR 1"
THICKER THAN EXISTING PAVING, WHICHEVER IS GREATER.
317
CL_PBN_250113_NOB_2025-01_TC_ADA - Page 1 of 1
2615 Pacific Coast Highway #329
Hermosa Beach, California 90254
(310) 543-6635
[email protected]
City of Rolling Hills
2 Portuguese Bend Road
Rolling Hills, California 90274
Account Number: 5007827
Ad Order Number: 0011713943
Customer's Reference/PO Number:

Publication: Daily Breeze
Publication Dates: 01/14/2025 and 01/20/2025
Total Amount: $589.22
Payment Amount: $0.00
Amount Due: $589.22
Notice ID: 1bnd3vLD9qrkTVl705po
Invoice Text: Notice to Contractors Inviting Bids – City of Rolling Hills, CA NOTICE IS HEREBY GIVEN that sealed proposals for performing the following described work will be received at the office of the City Clerk of the City of Rolling Hills, 2 Portuguese Bend Road, Rolling Hills, California, until 2:00 P.M. on February 18, 2025. Thereafter said bids will be publicly opened and read in the City Clerk's office of said City. Tennis Court ADA Improvement Project, Job No. 2025-01 Plans and specifications are only available from the City electronically. Paper copies are not available from the City.

Bidders may request plans, specifications, and bid documents by emailing the City Clerk at: [email protected] . All companies requesting project documents will be added to the Project Plan Holder List. An optional pre-bid job walk will be held at the job site, City Hall, 2 Portuguese Bend Road, Rolling Hills, at 10:00 a.m., on January 29, 2025. To allow the City to coordinate this job walk, please register for the job walk with the project manager via phone or email by 3:00 p.m. on January 27, 2025.

Please include your name, phone number, firm name and the number of people attending with you. Contact project manager, Christian Horvath, at 310-377-1521 or [email protected] for questions regarding this project. CITY OF ROLLING HILLS,

CALIFORNIA
318
CL_PBN_250113_NOB_2025-01_TC_ADA - Page 1 of 1
Daily Breeze
2615 Pacific Coast Highway #329
Hermosa Beach, California 90254
(310) 543-6635
0011713943
City of Rolling Hills
2 Portuguese Bend Road
Rolling Hills, California 90274

PROOF OF PUBLICATION
(2015.5 C.C.P.)

STATE OF CALIFORNIA
County of Los Angeles
I am a citizen of the United States and
a resident of the County aforesaid; I
am over the age of eighteen years, and
not party to or interested in the aboveentitled matter. I am the principal clerk of the printer of Daily Breeze, a
newspaper of general circulation,
printed and published in the City of
Torrance*, County of Los Angeles, and
which newspaper has been adjudged a
newspaper of general circulation by the
Superior Court of County of Los
Angeles, State of California, under the
date of June 15, 1945, Decree No.

Pomo C-606. The notice, of which the
annexed is a printed copy (set in type
not smaller than nonpareil), has been
published in each regular and entire
issue of said newspaper and not in any
supplement thereof on the following
dates, to wit:
01/14/2025, 01/20/2025
I certify (or declare) under the penalty
of perjury that the foregoing is true and
correct.

Dated at Hermosa Beach, California
On this 20th day of January, 2025.
______________________________
Signature
*Daily Breeze circulation includes the following
cities: Carson, Compton, Culver City, El
Segundo, Gardena, Harbor City, Hawthorne,
Hermosa Beach, Inglewood, Lawndale,
Lomita, Los Angeles, Long Beach, Manhattan
Beach, Palos Verdes Peninsula, Palos Verdes,
Rancho Palos Verdes, Rancho Palos Verdes
Estates, Redondo Beach, San Pedro, Santa
Monica, Torrance and Wilmington
319

CONTRACT AGREEMENT
This Construction Agreement (“Agreement”) is made and entered into as of the date executed by the Mayor and attested to by the City Clerk, by and between Fidelity Builders, Inc. (hereinafter referred to as "CONTRACTOR") and the City of Rolling Hills, California, a municipal corporation (hereinafter referred to as "CITY").

R E C I T A L S
A. Pursuant to the Notice Inviting Sealed Bids for Tennis Court ADA Improvement Project No. 2025-01 (Project”), bids were received, publicly opened, and declared on the date specified in the notice; and
B. On April 14, 2025, City’s City Council declared CONTRACTOR to be the lowest responsible bidder and accepted the bid of CONTRACTOR; and C. The City Council has authorized the Mayor to execute a written contract with CONTRACTOR for furnishing labor, equipment and material for the No. 2025-01, Tennis Court ADA Improvement Project in the City of Rolling Hills.

NOW, THEREFORE, in consideration of the foregoing and the mutual covenants herein contained, it is agreed:

1. GENERAL SCOPE OF WORK: CITY agrees to engage CONTRACTOR and CONTRACTOR agrees to furnish all necessary labor, tools, materials, for the Project in the City of Rolling Hills. The work shall be performed in accordance with the Plans and Specifications dated January 13, 2025 (the “Specifications”) on file in the office of the City Clerk and in accordance with bid prices set forth in CONTRACTOR’S Bid Proposal and in accordance with the instructions of the City.

2. INCORPORATED DOCUMENTS TO BE CONSIDERED COMPLEMENTARY:

The contract documents for the aforesaid project shall consist of all the documents and exhibits in the Request for Bid and all referenced specifications, details, standard drawings, and appendices; together with this Agreement and all required bonds, insurance certificates, permits, notices and affidavits; and also, including any and all addenda or supplemental agreements clarifying, amending, or extending the work contemplated as may be required to insure its completion in an acceptable manner. All of the provisions of said contract documents are made a part hereof as though fully set forth herein. This contract is intended to require a complete and finished piece of work and anything necessary to complete the work properly and in accordance with the law and lawful governmental regulations shall be performed by CONTRACTOR whether set out specifically in the contract or not.

Should it be ascertained that any inconsistency exists between the aforesaid documents and this written agreement, the provisions of this Agreement shall govern. Collectively, these contract documents constitute the complete agreement 320
between CITY and CONTRACTOR and supersede any previous agreements or understandings.

3. COMPENSATION: CONTRACTOR agrees to receive and accept the prices set forth in its Bid Proposal of seven hundred thousand, three hundred and sixty dollars ($700,360.00) as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the aforesaid contract documents; and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work.

4. TIME OF PERFORMANCE: CONTRACTOR agrees to complete the work within [INSERT VALUE] working days from the date of the notice to proceed. By signing this Agreement, CONTRACTOR represents to CITY that the contract time is reasonable for completion of the work and that CONTRACTOR will complete such work within the contract time.

5. LIQUIDATED DAMAGES: In accordance with Government Code section 53069.85, it is agreed that CONTRACTOR will pay to CITY the sum of be $1000/day for each and every calendar day of delay beyond the time prescribed in the Contract Documents for finishing the Work, as Liquidated Damages and not as a penalty or forfeiture. In the event this is not paid, CONTRACTOR agrees CITY may deduct that amount from any money due or that may become due CONTRACTOR under the Contract. This Article does not exclude recovery of other damages specified in the Contract Documents.

6. SUBSTITUTION OF SECURITIES: Pursuant to section 22300 of the Public Contract Code of the State of California, CONTRACTOR may request CITY to make retention payments directly to an escrow agent or may substitute securities for any money withheld by CITY to ensure performance under the contract. At the request and expense of CONTRACTOR, securities equivalent to the amount withheld shall be deposited with CITY or with a state or federally chartered bank as the escrow agent who shall return such securities to CONTRACTOR upon satisfactory completion of the contract. Deposit of securities with an escrow agent shall be subject to a written agreement substantially in the form provided in section 22300 of the Public Contract Code.

7. PREVAILING WAGES AND CALIFORNIA LABOR LAWS.

Pursuant to Labor Code §§ 1720 et seq., and as specified in 8 California Code of Regulations § 16000 (“Prevailing Wage Laws”), CONTRACTOR must pay its workers prevailing wages. It is CONTRACTOR’s responsibility to interpret and 321
implement any prevailing wage requirements, and CONTRACTOR agrees to pay any penalty or civil damages resulting from a violation of the prevailing wage laws.

CONTRACTOR shall defend, indemnify and hold the CITY, its officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.

CONTRACTOR and any subcontractor shall forfeit a penalty of up to $200 per calendar day or portion thereof for each worker paid less than the prevailing wage rates.

In accordance with Labor Code § 1773.2, copies of the prevailing rate of per diem wages are available upon request from CITY’s Engineering Division or the website for State of California Prevailing wage determination at http://www.dir.ca.gov/DLSR/PWD. CONTRACTOR must post a copy of the prevailing rate of per diem wages at the job site.

CITY directs CONTRACTOR’s attention to Labor Code §§ 1777.5, 1777.6 and 3098 concerning the employment of apprentices by CONTRACTOR or any subcontractor.

Labor Code § 1777.5 requires CONTRACTOR or subcontractor employing tradesmen in any apprenticeship occupation to apply to the joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate must also fix the ratio of apprentices to journeymen that will be used in the performance of the contract. The ratio of apprentices to journeymen in such cases will not be less than one to five except:

When employment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the 90 days before the request for certificate, or
When the number of apprentices in training in the area exceeds a ratio of one to five, or
When the trade can show that it is replacing at least 1/30 of its membership through apprenticeship training on an annual basis state-wide or locally, or Assignment of an apprentice to any work performed under a public works contract would create a condition that would jeopardize his or her life or the life, safety, or property of fellow employees or the public at large, or the specific task to which the apprentice is to be assigned is of a nature that training cannot be provided by a journeyman.

When CONTRACTOR provides evidence that CONTRACTOR employs registered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen.
322
CONTRACTOR is required to make contributions to funds established for the administration of apprenticeship programs if CONTRACTOR employs registered apprentices or journeymen in any apprenticeable trade on such contracts and if other contractors on the public works site are making such contributions.

CONTRACTOR and any subcontractor must comply with Labor Code §§ 1777.5 and 1777.6 in the employment of apprentices.

Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex-officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

The CONTRACTOR or any subcontractor that is determined by the Labor Commissioner to have knowingly violated Section 1777.5 shall forfeit as a civil penalty an amount not exceeding $100 for each full calendar day of noncompliance, or such greater amount as provided by law.

CONTRACTOR and each subcontractor shall keep an accurate payroll record, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. The payroll records shall be certified and shall be available for inspection at all reasonable hours at the principal office of CONTRACTOR in the manner provided in Labor Code section 1776. In the event of noncompliance with the requirements of this section, CONTRACTOR shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects such CONTRACTOR must comply with this section.

Should noncompliance still be evident after such 10-day period, CONTRACTOR shall, as a penalty to CITY, forfeit not more than $100.00 for each calendar day or portion thereof, for each worker, until strict compliance is effectuated. The amount of the forfeiture is to be determined by the Labor Commissioner. A contractor who is found to have violated the provisions of law regarding wages on Public Works with the intent to defraud shall be ineligible to bid on Public Works contracts for a period of one to three years as determined by the Labor Commissioner. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, such penalties shall be withheld from progress payments then due. The responsibility for compliance with this section is on CONTRACTOR.

The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Section 1771.4.

Any ineligible contractor or subcontractor pursuant to Labor Code Sections 1777.1 and 1777.7 may not perform work on this Project. 323
By executing this Contract, CONTRACTOR verifies that it fully complies with all requirements and restrictions of state and federal law respecting the employment of undocumented aliens, including, but not limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time, and shall require all subcontractors and sub-subcontractors to comply with the same.

8. LEGAL HOURS OF WORK: Eight (8) hours of labor shall constitute a legal day's work for all workmen employed in the execution of this contract, and CONTRACTOR and any subcontractor under it shall comply with and be governed by the laws of the State of California having to do with working hours set forth in Division 2, Part 7, Chapter 1, Article 3 of the Labor Code of the State of California as amended.

CONTRACTOR shall forfeit, as a penalty to City, twenty-five dollars ($25.00) for each laborer, workman or mechanic employed in the execution of the contract, by him or any subcontractor under it, upon any of the work hereinbefore mentioned, for each calendar day during which the laborer, worker or mechanic is required or permitted to labor more than eight (8) hours in any one calendar day or 40 hours in any one calendar week in violation of the Labor Code.

9. PUBLIC WORKS CONTRACTOR REGISTRATION: Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations (DIR). No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the DIR to perform public work.

Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1.

10. LABOR COMPLIANCE AND STOP ORDERS: This Project is subject to compliance monitoring and enforcement by the DIR. It shall be CONTRACTOR’s sole responsibility to evaluate and pay the cost of complying with all labor compliance requirements under this Contract and applicable law. Any stop orders issued by the DIR against CONTRACTOR or any subcontractor that affect CONTRACTOR’s performance of Work, including any delay, shall be CONTRACTOR’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered CONTRACTOR caused delay subject to any applicable liquidated damages and shall not be compensable by the CITY.

CONTRACTOR shall defend, indemnify and hold CITY, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the DIR against CONTRACTOR or any subcontractor. 324

11. DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS: Contractors or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Labor Code section 1777.1 or 1777.7. Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money that is paid, or may have been paid to a debarred subcontractor by a contractor on the Project shall be returned to the CITY. CONTRACTOR shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the project.

12. LABOR/EMPLOYMENT SAFETY: CONTRACTOR shall comply with all applicable laws and regulations of the federal, state, and local government, including Cal/OSHA requirements and requirements for verification of employees’ legal right to work in the United States
CONTRACTOR shall maintain emergency first aid treatment for its employees which complies with the Federal Occupational Safety and Health Act of 1970 (29 U.S.C. § 651 et seq.), and California Code of Regulations, Title 8, Industrial Relations Division 1, Department of Industrial Relations, Chapter 4.

CONTRACTOR shall ensure the availability of emergency medical services for its employees in accordance with California Code of Regulations, Title 8, Section 1512.

CONTRACTOR shall submit the Illness and Injury Prevention Program and a Project site specific safety program to CITY prior to beginning Work at the Project site. CONTRACTOR shall maintain a confined space program that meets or exceeds the CITY Standards. CONTRACTOR shall adhere to CITY’s lock out tag out program

13. TRAVEL AND SUBSISTENCE PAY: CONTRACTOR agrees to pay travel and subsistence pay to each worker needed to execute the work required by this Agreement as such travel and subsistence payments are defined in the applicable collective bargaining agreements filed in accordance with Labor Code Section 1773.8.

14. CONTRACTOR'S LIABILITY: The City of Rolling Hills and its officers, agents and employees ("Indemnitees") shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof, or for any of the materials or other things used or employed in performing the work; or for injury or damage to any person or persons, either workers or employees of CONTRACTOR, of its subcontractors or the public, or for damage to adjoining or other property from any cause whatsoever arising out of or in connection with the performance of the work. CONTRACTOR shall be responsible for any damage or 325
injury to any person or property resulting from defects or obstructions or from any cause whatsoever.

To the fullest extent permitted by law, CONTRACTOR will indemnify Indemnities against and will hold and save Indemnitees harmless from any and all actions, claims, damages to persons or property, penalties, obligations or liabilities that may be asserted or claimed by any person, firm, entity, corporation, political subdivision, or other organization arising out of or in connection with the work, operation, or activities of CONTRACTOR, its agents, employees, subcontractors or invitees provided for herein, whether or not there is concurrent passive negligence on the part of City. In connection therewith:
a. CONTRACTOR will defend any action or actions filed in connection with any such claims, damages, penalties, obligations or liabilities and will pay all costs and expenses, including attorneys' fees, expert fees and costs incurred in connection therewith. b. CONTRACTOR will promptly pay any judgment rendered against CONTRACTOR or Indemnitees covering such claims, damages, penalties, obligations and liabilities arising out of or in connection with such work, operations or activities of CONTRACTOR
hereunder, and CONTRACTOR agrees to save and hold the
Indemnitees harmless therefrom.
c. In the event Indemnitees are made a party to any action or proceeding filed or prosecuted against CONTRACTOR for damages or other claims arising out of or in connection with the work, operation or activities hereunder, CONTRACTOR agrees to pay to
Indemnitees and any all costs and expenses incurred by
Indemnitees in such action or proceeding together with reasonable attorneys' fees.

Contractor's obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of City under any provision of this agreement, to the extent required by Civil Code section 2782, Contractor shall not be required to indemnify and hold harmless City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where City is shown to have been actively negligent and where City active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of City. 326
So much of the money due to CONTRACTOR under and by virtue of the contract as shall be considered necessary by City may be retained by City until disposition has been made of such actions or claims for damages as aforesaid.

It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California. This indemnity provision shall survive the termination of the Agreement and is in addition to any other rights or remedies which Indemnitees may have under the law.

This indemnity is effective without reference to the existence or applicability of any insurance coverage which may have been required under this Agreement or any additional insured endorsements which may extend to Indemnitees.

CONTRACTOR, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against the Indemnitees, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to activities or operations performed by or on behalf of the CONTRACTOR regardless of any prior, concurrent, or subsequent passive negligence by the Indemnitees.

15. THIRD PARTY CLAIMS. In accordance with Public Contract Code § 9201, CITY will promptly inform CONTRACTOR regarding third-party claims against CONTRACTOR, but in no event later than ten (10) business days after CITY receives such claims. Such notification will be in writing and forwarded in accordance with the “Notice” section of this Agreement. As more specifically detailed in the contract documents, CONTRACTOR agrees to indemnify and defend the City against any third-party claim.

16. WORKERS COMPENSATION: In accordance with California Labor Code Sections 1860 and 3700, CONTRACTOR and each of its subcontractors will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, CONTRACTOR, by signing this contract, certifies as follows: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.

17. INSURANCE: CONTRACTOR shall procure and maintain for the duration of the Agreement, and for 1 year thereafter, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the CONTRACTOR, its agents, representatives, employees, or subcontractors.
327
a. Minimum Scope and Limit of Insurance. Coverage shall be at least as broad as:
i. Commercial General Liability (CGL): Insurance Services Office (ISO) Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $5,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.
ii. Automobile Liability: Insurance Services Office Form CA 0001 covering Code 1 (any auto), with limits no less than $5,000,000 per accident for bodily injury and property damage.
iii. Workers’ Compensation insurance as required by the State of California, with Statutory Limits, and Employers’ Liability insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease. iv. Builder’s Risk (Course of Construction) insurance utilizing an “All Risk” (Special Perils) coverage form, with limits equal to the completed value of the project and no coinsurance penalty provisions.
v. Professional Liability (if Design/Build), with limits no less than $2,000,000 per occurrence or claim, and $2,000,000 policy aggregate. vi. Contractors’ Pollution Legal Liability and/or Asbestos Legal Liability and/or Errors and Omissions (if project involves environmental hazards) with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.
vii. If the contractor maintains broader coverage and/or higher limits than the minimums shown above, the CITY requires and shall be entitled to the broader coverage and/or the higher limits maintained by CONTRACTOR.

Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the CITY. b. Self-Insured Retentions. Self-insured retentions must be declared to and approved by the CITY. At the option of the CITY, either: the CONTRACTOR shall obtain coverage to reduce or eliminate such self-insured retentions as respects the CITY, its officers, officials, employees, and volunteers; or the CONTRACTOR shall provide a financial guarantee satisfactory to the CITY guaranteeing payment of losses and related investigations, claim administration, and defense expenses. The policy language shall provide, or be endorsed to provide, that the self-insured retention may be satisfied by either the named insured or CITY.
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c. Other Insurance Provisions. The insurance policies are to contain, or be endorsed to contain, the following provisions:
i. The CITY, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the CONTRACTOR including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by or on behalf of the CONTRACTOR. General liability coverage can be provided in the form of an endorsement to the CONTRACTOR’s insurance (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used).
ii. For any claims related to this project, the CONTRACTOR’s insurance coverage shall be primary insurance coverage at least as broad as ISO CG 20 01 04 13 as respects the CITY, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the CITY, its officers, officials, employees, or volunteers shall be excess of the CONTRACTOR’s insurance and shall not contribute with it. iii. Each insurance policy required by this clause shall provide that coverage shall not be canceled, except with notice to the CITY.
d. Builder’s Risk (Course of Construction) Insurance.
i. CONTRACTOR may submit evidence of Builder’s Risk insurance in the form of Course of Construction coverage. Such coverage shall name the CITY as a loss payee as their interest may appear.
ii. If the Project does not involve new or major reconstruction, at the option of the CITY, an Installation Floater may be acceptable. For such projects, a Property Installation Floater shall be obtained that provides for the improvement, remodel, modification, alteration, conversion or adjustment to existing buildings, structures, processes, machinery, and equipment. The Property Installation Floater shall provide property damage coverage for any building, structure, machinery or equipment damaged, impaired, broken, or destroyed during the performance of the Work, including during transit, installation, and testing at the CITY’s site.
e. Claims Made Policies. If any coverage required is written on a claims-made coverage form:
i. The retroactive date must be shown, and this date must be before the execution date of the contract or the beginning of contract work. ii. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of contract work. 329
iii. If coverage is cancelled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the contract effective, or start of work date, the CONTRACTOR must purchase extended reporting period coverage for a minimum of five (5) years after completion of contract work.
iv. A copy of the claims reporting requirements must be submitted to the CITY for review.
v. If the services involve lead-based paint or asbestos identification/remediation, the Contractors Pollution Liability policy shall not contain lead-based paint or asbestos exclusions. If the services involve mold identification/remediation, the Contractors Pollution Liability policy shall not contain a mold exclusion, and the definition of Pollution shall include microbial matter, including mold.
f. Acceptability of Insurers. Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best rating of no less than A: VII, unless otherwise acceptable to the CITY.
g. Waiver of Subrogation. CONTRACTOR hereby agrees to waive rights of subrogation which any insurer of CONTRACTOR may acquire from CONTRACTOR by virtue of the payment of any loss. CONTRACTOR agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the CITY for all work performed by the CONTRACTOR, its employees, agents and subcontractors.
h. Verification of Coverage. CONTRACTOR shall furnish the CITY with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to CITY before work begins. However, failure to obtain the required documents prior to the work beginning shall not waive the CONTRACTOR’s obligation to provide them. The CITY reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time. i. Subcontractors. CONTRACTOR shall require and verify that all subcontractors maintain insurance meeting all requirements stated herein, and CONTRACTOR shall ensure that CITY is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a form at least as broad as CG 20 38 04 13. j. Special Risks or Circumstances. CITY reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other circumstances.
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18. ASSIGNMENT: This contract is not assignable nor the performance of either party's duties delegable without the prior written consent of the other party. Any attempted or purported assignment or delegation of any of the rights of obligations of either party without the prior written consent of the other shall be void and of no force and effect.

19. INDEPENDENT CONTRACTOR: CONTRACTOR is and shall at all times remain as to the CITY, a wholly independent contractor. Neither the CITY nor any of its agents shall have control of the conduct of CONTRACTOR or any of CONTRACTOR'S employees, except as herein set forth. CONTRACTOR shall not at any time or in any manner represent that it or any of its agents or employees are in any manner agents or employees of CITY.

20. TAXES: CONTRACTOR is responsible for paying all retail sales and use, transportation, export, import, special or other taxes and duties applicable to, and assessable against any work, materials, equipment, services, processes and operations incidental to or involved in this contract. CONTRACTOR is responsible for ascertaining and arranging to pay them. The prices established in the contract shall include compensation for any taxes CONTRACTOR is required to pay by laws and regulations in effect at the bid opening date.

21. LICENSES: CONTRACTOR represents and warrants to CITY that it has all licenses, permits, qualifications, insurance, and approvals of whatsoever nature which are legally required of CONTRACTOR to practice its profession.

CONTRACTOR represents and warrants to CITY that CONTRACTOR shall, at its sole cost and expense, keep in effect or obtain at all times during the term of this Agreement any licenses, permits, insurance, and approvals which are legally required of CONTRACTOR to practice its profession.

Contractors are required by law to be licensed and regulated by the Contractors’ State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within five (5) years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within ten (10) years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors’ State License Board, P.O. Box 26000, Sacramento, California 95826.

22. RECORDS: CONTRACTOR shall maintain accounts and records, including personnel, property, and financial records, adequate to identify and account for all costs pertaining to this Agreement and such other records as may be deemed necessary by CITY or any authorized representative, and will be retained for four years after the expiration of this Agreement. All such records shall be made available for inspection or audit by CITY at any time during regular business hours.

23. SEVERABILITY: If any portion of these contract documents are declared by a court of competent jurisdiction to be invalid or unenforceable, then such portion will 331
be deemed modified to the extent necessary in the opinion of the court to render such portion enforceable and, as so modified, such portion and the balance of this Agreement will continue in full force and effect.

24. WHOLE AGREEMENT: This Agreement supersedes any and all other agreements either oral or written, between the parties and contains all of the covenants and agreements between the parties pertaining to the work of improvements described herein. Each party to this contract acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein, and that any other agreement, statements or promise not contained in this contract shall not be valid or binding. Any modifications of this contract will be effective only if signed by the party to be charged.

25. AUTHORITY: CONTRACTOR affirms that the signatures, titles, and seals set forth hereinafter in execution of this Agreement represent all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest herein. Each party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and to bind each respective party. This Agreement may be modified by written amendment. CITY’s city manager may execute any such amendment on CITY’s behalf.

26. NOTICES: All notices permitted or required under this Agreement shall be in writing, and shall be deemed made when delivered to the applicable party’s representative as provided in this Agreement. Additionally, such notices may be given to the respective parties at the following addresses, or at such other addresses as the parties may provide in writing for this purpose. Such notices shall be deemed made when personally delivered or when mailed forty-eight (48) hours after deposit in the U.S. mail, first-class postage prepaid, and addressed to the party at its applicable address.

CITY OF ROLLING HILLS
2 Portuguese Bend Rd.

Rolling Hills, CA 90274
Attention: Christian Horvath, Project Manager
CONTRACTOR:

Fidelity Builders, Inc.
1824 Oakwood Ave.

Glendale, CA 91208
Attention: Narek Halablian
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27. DISPUTES: Effective January 1, 1991, Section 20104 et seq., of the California Public Contract Code prescribes a process utilizing informal conferences, nonbinding judicial supervised mediation, and judicial arbitration to resolve disputes on construction claims of $375,000 or less. Effective January 1, 2017, Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims. The intent of this Section is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code. This Section shall be construed to be consistent with said statutes.

Claims: For purposes of this Section, “Claim” means a separate demand by CONTRACTOR, after a change order duly requested in accordance with the terms of this Contract has been denied by the CITY, for (A) a time extension, (B) payment of money or damages arising from Work done by or on behalf of CONTRACTOR pursuant to the Contract, or (C) an amount the payment of which is disputed by the CITY. A “Claim” does not include any demand for payment for which CONTRACTOR has failed to provide notice, request a change order, or otherwise failed to follow any procedures contained in the Contract Documents. Claims governed by this Section may not be filed unless and until CONTRACTOR completes all procedures for giving notice of delay or change and for the requesting of a time extension or change order, including but not necessarily limited to the change order procedures contained herein, and CONTRACTOR’s request for a change has been denied in whole or in part. Claims governed by this Section must be filed no later than fourteen (14) days after a request for change has been denied in whole or in part or after any other event giving rise to the Claim.

The Claim shall be submitted in writing to the CITY and shall include on its first page the following in 16 point capital font: “THIS IS A CLAIM.” Furthermore, the claim shall include the documents necessary to substantiate the claim. Nothing in this Section is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims, including all requirements pertaining to compensation or payment for extra Work, disputed Work, and/or changed conditions. Failure to follow such contractual requirements shall bar any claims or subsequent lawsuits for compensation or payment thereon.

Supporting Documentation: The CONTRACTOR shall submit all claims in the following format:

Summary of claim merit and price, reference Contract Document provisions pursuant to which the claim is made
List of documents relating to claim:

Specifications
Drawings
Clarifications (Requests for Information)
Schedules
Other
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Chronology of events and correspondence
Analysis of claim merit
Analysis of claim cost
Time impact analysis in CPM format
If CONTRACTOR’s claim is based in whole or in part on an allegation of errors or omissions in the Drawings or Specifications for the Project, CONTRACTOR shall provide a summary of the percentage of the claim subject to design errors or omissions and shall obtain a certificate of merit in support of the claim of design errors and omissions.

Cover letter and certification of validity of the claim, including any claims from subcontractors of any tier, in accordance with Government Code section 12650 et seq.

City’s Response. Upon receipt of a claim pursuant to this Section, CITY shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide CONTRACTOR a written statement identifying what portion of the claim is disputed and what portion is undisputed. Any payment due on an undisputed portion of the claim will be processed and made within 60 days after the public entity issues its written statement.

If CITY needs approval from its governing body to provide the CONTRACTOR a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, CITY shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45- day period, or extension, expires to provide CONTRACTOR a written statement identifying the disputed portion and the undisputed portion.

Within 30 days of receipt of a claim, CITY may request in writing additional documentation supporting the claim or relating to defenses or claims CITY may have against the CONTRACTOR. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of CITY and the CONTRACTOR.

CITY’s written response to the claim, as further documented, shall be submitted to CONTRACTOR within 30 days (if the claim is less than $50,000, within 15 days) after receipt of the further documentation, or within a period of time no greater than that taken by CONTRACTOR in producing the additional information or requested documentation, whichever is greater.

Meet and Confer. If the CONTRACTOR disputes CITY’s written response, or CITY fails to respond within the time prescribed, the CONTRACTOR may so notify CITY, in writing, either within 15 days of receipt of CITY’s response or within 15 days of CITY’s failure to 334
respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand, CITY shall schedule a meet and confer conference within 30 days for settlement of the dispute.

Mediation. Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, CITY shall provide the CONTRACTOR a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after CITY issues its written statement. Any disputed portion of the claim, as identified by CONTRACTOR in writing, shall be submitted to nonbinding mediation, with CITY and CONTRACTOR sharing the associated costs equally. CITY and CONTRACTOR shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing unless the parties agree to select a mediator at a later time.

If the Parties cannot agree upon a mediator, each Party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each Party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator.

For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the Parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.

Unless otherwise agreed to by CITY and CONTRACTOR in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced.

The mediation shall be held no earlier than the date CONTRACTOR completes the Work or the date that CONTRACTOR last performs Work, whichever is earlier.

All unresolved claims shall be considered jointly in a single mediation unless a new unrelated claim arises after mediation is completed.

Procedures After Mediation. If following the mediation, the claim or any portion remains in dispute, CONTRACTOR must file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time CONTRACTOR submits his or her written claim pursuant to subdivision (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference or mediation.

Civil Actions. The following procedures are established for all civil actions filed to resolve claims subject to this Section:
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Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties or unless mediation was held prior to commencement of the action in accordance with Public Contract Code section 9204 and the terms of these procedures. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court.

If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1114.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration.

In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, also pay the attorney’s fees on appeal of the other party.

Government Code Claims. In addition to any and all contract requirements pertaining to notices of and requests for compensation or payment for extra work, disputed work, claims and/or changed conditions, CONTRACTOR must comply with the claim procedures set forth in Government Code sections 900 et seq. prior to filing any lawsuit against the CITY. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra work, disputed work, claims, and/or changed conditions have been followed by CONTRACTOR. If no such Government Code claim is submitted, or if any prerequisite contractual requirements are not otherwise satisfied as specified herein, CONTRACTOR shall be barred from bringing and maintaining a valid lawsuit against the CITY. A Government Code claim must be filed no earlier than the date the work is completed or the date CONTRACTOR last performs work on the Project, whichever occurs first. A Government Code claim shall be inclusive of all unresolved claims unless a new unrelated claim arises after the Government Code claim is submitted.

Non-Waiver. CITY’s failure to respond to a claim from CONTRACTOR within the time periods described in this Section or to otherwise meet the time requirements of this Section shall result in the claim being deemed rejected in its entirety. CITY’s failure to respond shall not waive CITY’s rights to any subsequent procedures for the resolution of disputed claims.
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28. NON-DISCRIMINATION: Contractor represents that it is an equal opportunity employer and that it shall not discriminate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, sex, age or other interests protected by the State or Federal Constitutions. Such nondiscrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination. A violation of this section exposes CONTRACTOR to the penalties provided for in Labor Code Section 1735.

29. TERMINATION: This Contract may be terminated by CITY at any time, either with our without cause, by giving CONTRACTOR three (3) days advance written notice.

In the event of termination by CITY for any reason other than the fault of CONTRACTOR, CITY shall pay CONTRACTOR for all Work performed up to that time as provided herein. In the event of breach of the Contract by Contractor, CITY may terminate the Contract immediately without notice, may reduce payment to CONTRACTOR in the amount necessary to offset CITY’s resulting damages, and may pursue any other available recourse against CONTRACTOR.

CONTRACTOR may not terminate this Contract except for cause. In the event this Contract is terminated in whole or in part as provided, CITY may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated. Further, if this Contract is terminated as provided, CITY may require CONTRACTOR to provide all finished or unfinished documents, data, diagrams, drawings, materials or other matter prepared or built by CONTRACTOR in connection with its performance of this Contract.

30. ANTI-TRUST CLAIMS: This provision shall be operative if this Contract Agreement is applicable to California Public Contract Code Section 7103.5. In entering into this Contract Agreement to supply goods, services or materials, Contractor hereby offers and agrees to assign to the Agency all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2, commencing with Section 16700, of Part 2 of Division 7 of the Business and Professions Code) arising from purchases of goods, services, or materials pursuant to the Contract Agreement. This assignment shall be made and become effective at the time the Agency tender final payment to Contractor, without further acknowledgment by the Parties.

31. NO THIRD PARTY BENEFICIARY: This Contract and every provision herein is for the exclusive benefit of the Contractor and the City and not for the benefit of any other party. There will be no incidental or other beneficiaries of any of the Contractor’s or the City’s obligations under this Contract.

32. TIME IS OF ESSENCE: Time is of the essence for each and every provision of the Contract Documents.

33. FORCE MAJEURE: If CONTRACTOR is delayed in the performance or progress of the work by a Force Majeure Event, then the CONTRACTOR shall be entitled 337
to a time extension, as provided in the contract documents, when the work stopped is on the critical path and shall not be charged liquidated damages. Such a noncompensable adjustment shall be CONTRACTOR’s sole and exclusive remedy for such delays and the CONTRACTOR will not receive an adjustment to the contract price or any other compensation. Contractor must submit a timely request in accordance with the requirements of the contract documents. A Force Majeure Event shall mean an event that materially affects a party’s performance and is one or more of the following: (1) Acts of God or other natural disasters occurring at the project site; (2) terrorism or other acts of a public enemy; (3) orders of governmental authorities (including, without limitation, unreasonable and unforeseeable delay in the issuance of permits or approvals by governmental authorities that are required for the work); (4) pandemics, epidemics or quarantine restrictions; and (5) strikes and other organized labor action occurring at the project site and the effects thereof on the work, only to the extent such strikes and other organized labor action are beyond the control of CONTRACTOR and its subcontractors, of every tier, and to the extent the effects thereof cannot be avoided by use of replacement workers. For purposes of this section, “orders of governmental authorities,” includes ordinances, emergency proclamations and orders, rules to protect the public health, welfare and safety, and other actions of the City in its capacity as a municipal authority.

34. PROVISIONS REQUIRED BY LAW AND CONTRACTOR COMPLIANCE: Each and every provision of law required to be included in these Contract Documents shall be deemed to be included in these Contract Documents. The Contractor shall comply with all requirements of applicable federal, state and local laws, rules and regulations, including, but not limited to, the provisions of the California Labor Code and California Public Contract Code which are applicable to this Work.

35. ACCEPTANCE OF FACSIMILE SIGNATURES: The Parties agree that this Contract, agreements ancillary to this Contract, and related documents to be entered into in connection with this Contract will be considered signed when the signature of a party is delivered by facsimile transmission. Such facsimile signature will be treated in all respects as having the same effect as an original signature.

36. GOVERNING LAW: This Agreement shall be governed by the laws of the State of California, and exclusive venue for any action involving this Contract will be in Los Angeles County.

IN WITNESS WHEREOF, the parties hereto have executed this Agreement with all the formalities required by law on the respective dates set forth opposite their signatures.
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State of California
CONTRACTOR'S License No. __

CONTRACTOR

___________ By:____________________________________________ Date TITLE

CITY OF ROLLING HILLS, CALIFORNIA
By: _____________________________________________
Date JEFF PIEPER, MAYOR
ATTEST:

By: ____________________________________________
Date CHRISTIAN HORVATH, CITY CLERK
CONTRACTOR'S Business Phone 818-679-8059
Emergency Phone at which CONTRACTOR can be reached at any time:
( )
APPROVED AS TO FORM:
_______________________________________________________________

PATRICK DONEGAN, CITY ATTORNEY

Date
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AGREEMENT OF INDEMNIFICATION

AND HOLD HARMLESS AND WAIVER OF SUBROGATION AND CONTRIBUTION

TENNIS COURT ADA IMPROVEMENT PROJECT
PROJECT NO. 2025-01
Contract/Agreement/License/Permit No. or description:

Indemnitor(s) (list all names):

To the fullest extent permitted by law, Indemnitor hereby agrees, at its sole cost and expense, to defend, protect, indemnify, and hold harmless the City of Rolling Hills and its respective elected officials, officers, attorneys, agents, employees, volunteers, successors, and assigns (collectively “Indemnitees”) from and against any and all damages, costs, expenses, liabilities, claims, demands, causes of action, proceedings, expenses, judgments, penalties, liens, and losses of any nature whatsoever, including fees of accountants, attorneys, or other professionals and all costs associated therewith (collectively “Liabilities”), arising or claimed to arise, directly or indirectly, out of, in connection with, resulting from, or related to any act, failure to act, error, or omission of Indemnitor or any of its officers, agents, servants, employees, subcontractors, materialmen, suppliers or their officers, agents, servants or employees, arising or claimed to arise, directly or indirectly, out of, in connection with, resulting from, or related to the above-referenced contract, agreement, license, or permit (the “Agreement”) or the performance or failure to perform any term, provision, covenant, or condition of the Agreement, including this indemnity provision. This indemnity provision is effective regardless of any prior, concurrent, or subsequent active or passive negligence by Indemnitees and shall operate to fully indemnify Indemnitees against any such negligence. This indemnity provision shall survive the termination of the Agreement and is in addition to any other rights or remedies which Indemnitees may have under the law.

Payment is not required as a condition precedent to an Indemnitee’s right to recover under this indemnity provision, and an entry of judgment against an Indemnitee shall be conclusive in favor of the Indemnitee’s right to recover under this indemnity provision.

Indemnitor shall pay Indemnitees for any attorney fees and costs incurred in enforcing this indemnification provision. Notwithstanding the foregoing, nothing in this instrument shall be construed to encompass (a) Indemnitees’ sole negligence or willful misconduct to the limited extent that the underlying Agreement is subject to Civil Code 2782(a), or (b) the contracting public agency’s active negligence to the limited extent that the underlying Agreement is subject to Civil Code 2782(b). This indemnity is effective without reference to the existence or applicability of any insurance coverages which may have been required under the Agreement or any additional insured endorsements which may extend to Indemnitees.

Indemnitor, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against the Indemnitees, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to 340
activities or operations performed by or on behalf of the Indemnitor regardless of any prior, concurrent, or subsequent active or passive negligence by the Indemnitees.

Accountants, attorneys, or other professionals employed by Indemnitor to defend Indemnitees shall be selected by Indemnitees.

In the event there is more than one person or entity named in the Agreement as an Indemnitor, then all obligations, liabilities, covenants and conditions under this instrument shall be joint and several.
“Indemnitor”
Name Name
By: By:
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342
Agenda Item No.: 15.A
Mtg. Date: 04/14/2025
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: SAMANTHA CREW, MANAGEMENT ANALYST
THRU: KARINA BAÑALES, CITY MANAGER
SUBJECT:

RECEIVE AND FILE A PUBLIC SAFETY AND EMERGENCY

PREPAREDNESS UPDATE
DATE: April 14, 2025
BACKGROUND:

Since September 2024, staff have provided the City Council with regular monthly updates outlining key developments and emerging challenges. Over the past six months, Staff has presented that the City has filed formal complaints with the California Public Utilities Commission (CPUC) against Southern California Gas Company (SoCal Gas) and Southern California Edison (SCE). Concurrently, staff have participated in ongoing meetings with utility providers, emergency services coordinators, and local and regional partners to advocate for timely resolutions.

By October 2024, 12 properties were identified as eligible for re-energization, contingent upon required permits and inspections. Discussions with SCE continued into January 2025 to explore broader solutions for all remaining affected properties.

This evening, staff will present an update on developments that have occurred since the last Public Safety Report delivered in early March (Attachment A).

DISCUSSION:

The information below outlines the City’s ongoing efforts in disaster response and preparedness. Through this comprehensive Public Safety and Emergency Preparedness Report, the City is able to strategically allocate resources, identify areas for operational improvement, and continue strengthening the community’s resilience to local hazards. The City also benefits from close collaboration with its neighboring Palos Verdes Peninsula cities and maintains active engagement with first response agencies to ensure coordinated and effective public safety efforts. This monthly report provides both current updates and a forward-looking perspective on future goals.
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Re-Energization - SoCal Gas
Rolling Hills saw natural gas service shut off for 36 customers after the utility company claimed land movement concerns in the area. SoCal Gas installed two isolation valves to enhance public safety by enabling targeted control of gas flow to streets affected by land movement. Additionally, 26 new survey points were installed throughout the community to improve the
monitoring of land movement rates.

In early February, City staff and Councilmember Leah Mirsch met with SoCal Gas to discuss ongoing assessments and restoration plans. The utility company reported progress on their stress/strain model and noted that pipe samples had been collected to evaluate durability and elasticity.

A final design and implementation plan is expected by the second quarter of 2025. Currently the design is 95% complete. If land movement remains minimal, restoration work could begin shortly thereafter.

Preliminary plans include adding above-ground piping and swing joints in the Flying Triangle area, Cinchring Road, and Quailridge Road South. Additional safety measures include excess flow valves, pressure monitoring devices, and manual shut-off valves at key locations.

SoCalGas intends to distribute a survey to residents whose gas service was disconnected in September, inquiring whether they are interested in having service restored.

City staff are coordinating with SoCal Gas to schedule a community event where residents can learn more about the restoration process. The meeting will provide an overview of what to expect during the gas service restoration process, including the steps required to safely turn service back on, billing information, and available options for restoring service versus opting out. Once the date and agenda for the town hall are finalized, they will be made available to the community.

Re-Energization - SCE
As power restoration continues, SCE, alongside LA County Building and Safety, Willdan, and the Fire Department, remains active in inspecting properties for safety and compliance. To support this effort, the City holds weekly coordination meetings with these agencies.

At the time this report was written, a total of 37 properties have been re-energized to date. Six customers have opted not to restore power, and eight properties remain without service. City staff continue to coordinate with contractors, SCE, the Fire Department and property owners to facilitate the restoration process for the remaining properties.

Siren System
At the last City Council meeting, staff presented an update on the Emergency Outdoor Siren Notification System and introduced the Alert and Warning Standard Operating Procedure (SOP). The Council adopted the SOP as a living document and directed staff to continue working with the Ad Hoc Committee to refine the document. This SOP will serve as the operational framework for activating and maintaining the City's emergency alert systems, including sirens, the SAFE network, and other communication tools.

The City Council also considered funding options for the distribution of SAFE Network Units, which are part of the City's broader emergency communication enhancements made possible through a Community SAFE Grant. After discussion, the Council selected Option B, placing the responsibility for purchasing SAFE Units on residents. This approach minimizes administrative burden and clarifies ownership, allowing homeowners to manage their own devices.

Staff was informed late in the morning on Friday, April 4, that HQE would be conducting minor sound testing in areas identified as having limited or no sound. The testing involved the use of 344
small speakers mounted on a truck and was confined to specific locations. It was not intended to be loud or disruptive. All testing activities were completed within approximately four hours.

City staff participated in a SiSA system training with HQE, the siren system vendor, on April 8.

This training represented a key milestone toward the City assuming full operational control of the emergency siren system.

Looking ahead, an Alert and Warning Standard Operating Procedure Manual, providing detailed, step-by-step guidance for City staff, emergency personnel, and mutual aid partners will be forthcoming. More staff training will be required prior to its finalization to ensure effective implementation.

Emergency Generator
S&K submitted plans for the Dual Fuel Emergency Generator Backup project to Los Angeles County Building and Safety in February, and staff has requested an expedited review. Plans were also submitted to the City of Rolling Hills Estates and have received initial approvals; however, the plan check review by Willdan is still pending. Staff will follow up with contacts at Willdan to help move the process forward. In addition, S&K is working closely with the Los Angeles County Fire Department, which is expediting its review, with a meeting scheduled next week to review the plans in detail.

Fire Hazard Severity Zone Maps
The Office of the State Fire Marshal (OSFM) released the updated Local Responsibility Area (LRA) Fire Hazard Severity Zone (FHSZ) Maps on March 24, 2025. In compliance with state requirements, the City is responsible for making the maps available for public review and comment within 30 days of their release. Following the conclusion of the public notice and comment period, the City will be required to formally adopt the designation through a local ordinance within 120 days. Staff will bring this item back to the City Council after the public review period and will request that the Council formally adopt the designation in accordance with state law.

Assemblymember Muratsuchi’s PVP Wildfire Town Hall: Lessons from the LA Wildfires Assemblymember Al Muratsuchi, in collaboration with the Cities of Rancho Palos Verdes, Palos Verdes Estates, Rolling Hills Estates, and Rolling Hills, is hosting a Wildfire Preparedness Town Hall and Expo on Saturday, April 26, from 9:00 a.m. to 12:00 p.m. at Fred Hesse, Jr. Community Park, located at 29301 Hawthorne Blvd., Rancho Palos Verdes. The event will focus on lessons learned from the January wildfires and provide important information on how to prepare for future wildfire risks. Key presenters include the California Department of Insurance, Los Angeles County Sheriff’s Department, Los Angeles County Fire Department, and the Palos Verdes Peninsula Unified School District. The expo will also feature informational booths from the Palos Verdes Peninsula cities.

FISCAL IMPACT:

None.

RECOMMENDATION:

Receive and file.

ATTACHMENTS:

Attachment A - CL_AGN_CC_250310_CC_15A_Matters_Staff_PublicSafety.pdf 345
Agenda Item No.: 15.A
Mtg. Date: 03/10/2025
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: SAMANTHA CREW, MANAGEMENT ANALYST
THRU: KARINA BAÑALES, CITY MANAGER
SUBJECT:

RECEIVE AND FILE A PUBLIC SAFETY AND EMERGENCY

PREPAREDNESS UPDATE
DATE: March 10, 2025
BACKGROUND:

Public safety remains a top priority for Rolling Hills. The City is actively enhancing disaster preparedness, managing the Emergency Operations Center, and coordinating with first responders. In response to unexpected utility shutoffs in 2024, the City has been working to support affected residents. Since September, Staff has provided the City Council with monthly status updates on developments and emerging issues. Over the past six months, the City Council filed complaints with the CPUC against SoCal Gas and SCE while staff engaged in meetings with utility providers, emergency services coordinators, and local partners. By October, 12 properties were deemed eligible for re-energization, and in January 2025, discussions with SCE continued to identify solutions for all affected properties.

This evening, staff will provide an update on events subsequent to the last public safety report from early February (Attachment A).

DISCUSSION:

The following details the City's ongoing efforts in disaster response and readiness. Through a comprehensive Public Safety and Emergency Preparedness Report, the City can strategically allocate resources, identify areas for improvement and strengthen the community's resilience to local hazards. The City benefits from close collaboration with the other Palos Verdes Peninsula cities on public safety initiatives and works alongside first responders to ensure all partners remain actively engaged. This monthly report provides timely updates and looks ahead to future goals.
1 346
Re-Energization
Early February, City staff and Councilmember Leah Mirsch, met with SoCal Gas to discuss ongoing assessments and restoration efforts. The utility company reported that their team had collected pipe samples and was nearing completion of their stress/strain model, highlighting the durability and elasticity of the pipes installed in those areas.

More recently SoCal Gas shared they had installed 26 survey points in the City to enhance monitoring and data collection. These installations have supplemented their ongoing efforts to measure potential movement in the areas where they have pipeline infrastructure. The utility company is also developing a "pipe response model," to assess stress and strain on their underground and above ground pipes, based on historical and potential future land movement.

SoCal Gas expects to finalize their design and implementation plan by the second quarter of 2025.

At that time, if land movement rates remain minimal and conditions permit, they anticipate beginning the necessary work to restore service safely. Based on the collected pipe sampling data, they are considering adding more above-ground pipes and swing joints in the Flying Triangle area, as well as potentially along Cinchring Road and Quailridge Road South.

Furthermore, SoCal Gas are focused on safety strategies that include installing excess flow valves at strategic locations on the main line to sense when there is a line break and automatically shut off the flow of gas. Also, pressure monitoring devices will be installed that can sense line breaks and alert the main control center to respond. Manual valves will also be installed and available so that SoCal Gas crew members can adjust as needed.

Staff are working with SoCal Gas to schedule a community event for residents to learn about the restoration of their gas services.

SCE
As restoration of electrical power progresses, Southern California Edison (SCE), in partnership with Los Angeles County Building and Safety, Willdan, and the Los Angeles County Fire Department, continue to inspect properties to ensure safety and compliance. To expedite the process, City staff and these agencies hold weekly coordination meetings, fostering effective communication and steady progress.

On Wednesday, March 5, Staff coordinated with SCE, LA County Public Works, Willdan, and solar companies to assist residents in restoring power to additional properties. As of this report, power has been restored to 32 properties, while six have opted out, leaving 13 of the 51 properties still awaiting restoration.

Rotary Club Relief Fund
The Rotary Club of Palos Verdes Peninsula has reported an increase in the relief fund from $160,000 to just under $175,000, which will be distributed among residents of Rolling Hills and Rancho Palos Verdes. The deadline for Rotary applications was extended from the original date of February 21 to March 2. Homeowners affected by utility shut-offs on Cinchring, Spur Lane, Quailridge Road South, or in the Flying Triangle neighborhood are eligible to apply.

Twenty-two (22) applications were received from Rolling Hills residents and have been submitted to the Rotary Club by the City.
2 347
Siren Update:

On Tuesday, March 4, from 8:30 AM to 11:30 AM, HQE conducted the first full-system test at the optimal hertz level determined during the late November tests. Sound levels were measured from nine locations, with Block Captains also monitoring areas previously identified as challenging due to the City’s topography. Residents were notified in advance through Dwelling Live and the City’s alert system, Alert SouthBay. The notification included a downloadable FAQ document to provide more information about the siren system and its capabilities. Following the test, HQE distributed a post-test survey to residents to gather feedback on the system’s performance.

Staff will return at the March 24 City Council meeting with additional information.

Assemblymember Muratsuchi’s PVP Wildfire Town Hall: Lessons from the LA Wildfires The event, set for April 26 at Hesse Park in Rancho Palos Verdes, will highlight key topics including the January wildfires, the effects of climate change, strategies for home hardening and prevention, and local emergency preparedness. Recently, City Managers and staff met to plan the upcoming wildfire town hall, discussing the event date, presentations, and each city's responsibilities. Further details will be provided as planning progresses. Experts from the California Department of Forestry and Fire Protection, NASA Jet Propulsion Laboratory and the Los Angeles County Sheriff's Department will share valuable insights and safety strategies. Additionally, Rolling Hills will have a booth set up at the event.

Home Hardening Videos
In partnership with the Los Angeles County Fire Department, the Block Captain Program produced two sets of five comprehensive educational videos on effective home hardening against wildfires and fire fuel management in canyons. On March 6, the Block Captains hosted a Home Hardening Video Event, bringing the community together to watch the video in a shared setting and promote wildfire preparedness. Given the recent wildfires, this was a valuable opportunity to educate and support our community in strengthening their own preparedness efforts while exploring effective strategies for home hardening against fire.

The City remains committed to disaster preparedness, public safety, and community resilience. Through collaboration with regional partners, utility companies, and first responders, significant progress has been made in power restoration, emergency response planning, and wildfire preparedness. Ongoing efforts, including utility restoration, siren testing, and public safety initiatives, demonstrate the City’s proactive approach. Future events, such as the wildfire town hall and continued community outreach, will further strengthen preparedness efforts. The City will continue to provide timely updates and work closely with residents to ensure safety and readiness for any challenges ahead.

FISCAL IMPACT:

None.

RECOMMENDATION:
3 348
Receive and file.

ATTACHMENTS:

CL_AGN_CC_250210_Item15A_PublicSafetyReport.pdf
4 349
Agenda Item No.: 15.B
Mtg. Date: 04/14/2025
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO

CITY MANAGER
THRU: KARINA BAÑALES, CITY MANAGER
SUBJECT: CONSIDERATION OF A JOINT PENINSULA CITIES LETTER TO

GOVERNOR GAVIN NEWSOM REQUESTING A MORATORIUM ON

HOUSING LEGISLATION THAT CREATE FURTHER DENSITY IN

CALFIRE-DESIGNATED VERY HIGH FIRE HAZARD SEVERITY ZONES DATE: April 14, 2025
BACKGROUND:

Following a series of devastating fires late last year and again in January, officials from the four Peninsula cities Palos Verdes Estates, Rancho Palos Verdes, Rolling Hills Estates, and Rolling Hills discussed the potential impact of State mandates that require cities to zone for increased housing in CalFIRE-designated Very High Fire Hazard Severity Zones. These legislative mandates are often issued without consideration of a region’s vulnerabilities, which range from limited ingress/egress, emergency infrastructure, water supply, or wildfire exposure.

DISCUSSION:

The attached letter urges the Governor to place a moratorium on any new housing legislation, as cities balance previous housing requirements with emergency preparedness efforts in the wake of recent wildfires in Los Angeles and other parts of the state.

One example is the recently introduced SB 677 (Weiner) which aims to “strengthen two of California’s landmark housing streamlining laws” but does not consider the growing risks to communities in Very High Fire Hazard Severity Zones. The entire Palos Verdes Peninsula, as well as communities affected by the Palisades, Eaton, Franklin, and Mountain fires, all sit within the Very High or High Fire Severity Zones.

The City of Rolling Hills, along with the other Peninsula cities, has worked closely with the State and the Department of Housing and Community Development (HCD) to comply with all housing and safety element requirements. However, in light of the recent wildfires, staff requests the City Council consider authorizing the Mayor to sign and send the joint letter to 350
Governor Newsom, requesting that his office place a moratorium on any further legislation of this type and let the Peninsula and other communities focus on reducing hazard risks and strengthening disaster readiness.

The cities of Palos Verdes Estates, Rolling Hills Estates, and Rancho Palos Verdes have signed the attached joint letter.

FISCAL IMPACT:

None.

RECOMMENDATION:

Approve as presented.

ATTACHMENTS:

CL_AGN_250414_CC_PVP_HousingLetter_F_PE.pdf
351
352
353
354
Agenda Item No.: 16.A
Mtg. Date: 04/14/2025
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO

CITY MANAGER
THRU: KARINA BAÑALES, CITY MANAGER
SUBJECT: EXISTING LITIGATION - GOVERNMENT CODE SECTION 54956.9(D)(1)

THE CITY FINDS, BASED ON ADVICE FROM LEGAL COUNSEL, THAT

DISCUSSION IN OPEN SESSION WILL PREJUDICE THE POSITION OF THE CITY IN THE LITIGATION. (1 CASE)
a. NAME OF CASE: CONNIE ANDERSEN, ET AL. V. CALIFORNIA
WATER COMPANY, ET AL. (SEAVIEW CASE) CASE NO.:
24STCV20953
DATE: April 14, 2025
BACKGROUND:

None.

DISCUSSION:

None.

FISCAL IMPACT:

None.

RECOMMENDATION:

None.

ATTACHMENTS:
355
Agenda Item No.: 16.B
Mtg. Date: 04/14/2025
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO

CITY MANAGER
THRU: KARINA BAÑALES, CITY MANAGER
SUBJECT:

CONFERENCE WITH LEGAL COUNSEL - EXISTING LITIGATION
GOVERNMENT CODE SECTION 54956.9 (TWO CASES) CPUC

COMPLAINTS AGAINST SOUTHERN CALIFORNIA EDISON AND

SOCAL GAS
DATE: April 14, 2025
BACKGROUND:

None.

DISCUSSION:

None.

FISCAL IMPACT:

None.

RECOMMENDATION:

None.

ATTACHMENTS:
356
Agenda Item No.: 16.C
Mtg. Date: 04/14/2025
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO

CITY MANAGER
THRU: KARINA BAÑALES, CITY MANAGER
SUBJECT: CONFERENCE WITH LEGAL COUNSEL - INITIATION OF LITIGATION GOVERNMENT CODE SECTION 54956.9(D)(1) THE CITY FINDS,

BASED ON ADVICE FROM LEGAL COUNSEL, THAT DISCUSSION IN

OPEN SESSION WILL PREJUDICE THE POSITION OF THE CITY IN THE LITIGATION. (1 CASE)
DATE: April 14, 2025
BACKGROUND:

None.

DISCUSSION:

None.

FISCAL IMPACT:

None.

RECOMMENDATION:

None.

ATTACHMENTS:
357
Agenda Item No.: 16.D
Mtg. Date: 04/14/2025
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO

CITY MANAGER
THRU: KARINA BAÑALES, CITY MANAGER
SUBJECT: PUBLIC EMPLOYEE PERFORMANCE EVALUATION PURSUANT TO GOVERNMENT CODE SECTION 54957 TITLE: CITY ATTORNEY
DATE: April 14, 2025
BACKGROUND:

None.

DISCUSSION:

None.

FISCAL IMPACT:

None.

RECOMMENDATION:

None.

ATTACHMENTS:
358

Rolling Hills City CouncilApril 14, 2025

Rolling Hills City Council
April 14, 2025