Agenda packet — Laguna Hills City Council, August 25, 2026 (part 5 of 12)

101.303 (civTEC)
TEC
12/22/2025
STAFF
TEC
999 CORPORATE DR.

SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected]
12/22/2025
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone © CABOT PARK IMPROVEMENTS CITY OF LAGUNA HILLS NOTE:

TRENCHES ADJACENT AND PARALLEL TO

BUILDING FOUNDATIONS SHALL NOT BE
BELOW A 1:1 PLANE PROJECTED

DOWNWARD FROM THE BOTTOM EDGE OF

THE ADJACENT FOOTING AND NOT CLOSER
THAN 18" FROM THE FACE OF FOOTING. IF

THIS CONDITION OCCURS THE ADJACENT

FOOTING SHOULD BE DEEPENED OR THE

UTILITY CONSTRUCTED AND THE TRENCH

BACKFILLED AND COMPACTED PER

RECOMMENDATIONS IN THE SOILS REPORT
PRIOR TO FOOTING CONSTRUCTION.

NOTE: · WATER MINIMUM COVER DEPTH = 36" · SEWER MINIMUM COVER DEPTH = 42" TO 52" - SEE PLAN
· PLACE MARKING TAPE ON ALL BURIED PIPING
OUTSIDE BUILDING FOOTPRINT. BACKFILL
6" TO 8" 6" MIN.

PIPE O.D. 12" MIN.

TRENCH WIDTH

AS REQUIRED FOR PIPE
P.C.C. OR A.C./A.B.

OR TOP SOIL

UNDISTURBED SOIL

GRANULAR MATERIAL (SAND)
(S.E.=30 MIN.)
- PLACEMENT PER SOILS REPORT

BACKFILL - COMPACT
TO 90% RELATIVE

DENSITY - VERIFY

W/SOILS ENGINEER
- SHALL BE PER SECTION
306-1.3 OF SSPWC

FINISHED SURFACE
2 UTILITY BEDDING
C-0.2
DETAIL
SHEET
SCALE:

N.T.S.
1 RUBBER SURFACE PLAY AREA SUBDRAIN

FINISH GRADE PER PLAN

RUBBER SURFACING AND CONCRETE SUB-BASE PER LANDSCAPE ARCHITECT'S PLAN

PRE-CAST CONCRETE CATCH BASIN WITH FRAME
- BROOKS PRODUCTS 1212 CB OR EQUAL

CAST IRON GRATE
- BROOKS PRODUCTS 1212 OR EQUAL - 1/2" MAX. SLOT - GALVANIZED FINISH 1 FILTER FABRIC MIRAFI 140N OR APPROVED EQUAL WRAPPED AROUND GRATE. 2 3
LEGEND
4 5
5 4
1 3

TOP OF GRATE
(TG)

PER PLAN
INVERT
(INV)

PER PLAN
FLOW

STORM DRAIN SIZE &

TYPE PER PLAN POURED IN PLACE
P.C.C. BASE

WITH SLOPE TO DRAIN
2 0.5% MIN. 0.5% MIN.

SCALE:

N.T.S.

Page 665 of 1571 ends

NOTE TO CONTRACTOR:

INSTALL 6-FOOT CHAIN LINK FENCE WITH WINDSCREEN AND GATES, WHERE NECESSARY, ALONG THE PERIMETER OF THE SITE AS NEEDED.

CONTRACTOR SHALL PROTECT THESE FENCES AND KEEP AREA FULLY SECURE DURING DEMOLITION. WINDSCREEN TO BE SECURELY
FASTENED AT ALL CORNERS.

NOTE TO CONTRACTOR:

ALL UTILITIES SHOULD BE SHUT OFF AND CAPPED PER UTILITY COMPANY REQUIREMENTS.

CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY
COMPANY PRIOR TO COMMENCEMENT OF WORK.

NOTE TO CONTRACTOR:

CONTRACTOR TO SCHEDULE A SITE WALK

WITH THE CITY PRIOR TO START OF

DEMOLITION TO VERIFY ALL ITEMS TO BE
DEMOLISHED AND/OR SALVAGED.

NOTE TO CONTRACTOR:

CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TO
DEMOLITION.

LEGEND

LIMITS OF DEMOLITION

PROTECT UTILITY LINE IN PLACE WITHIN DEMOLITION LIMITS
PROTECT IN PLACE EXIST. TREE

DEMOLITION NOTES
A

DEMOLITION GENERAL NOTES

1. CONTRACTOR SHALL CONDUCT A SURVEY OF EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE AND VERIFY THE EXTENT OF DEMOLITION REQUIRED.

2. CONTRACTOR SHALL RECORD EXISTING CONDITIONS BY USE OF PRE-CONSTRUCTION PHOTOGRAPHS, PRE-CONSTRUCTION VIDEOTAPES, AND DRAWINGS AS APPROPRIATE.

3. A SURVEY SHALL BE PERFORMED AS WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM DEMOLITION ACTIVITIES.

4. CONTRACTOR SHALL KEEP INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED AND REINSTALLED AND ITEMS TO BE REMOVED AND SALVAGED.

5. CONTRACTOR SHALL COORDINATE WITH THE OWNER THE STORAGE AND DELIVERY OF ITEMS TO BE SALVAGED.

6. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AS THE FIRST ITEM OF WORK AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN.

7. WHEN UNANTICIPATED ELECTRICAL, STRUCTURAL, OR OTHER ELEMENTS INCLUDING STORM DRAIN, WATER AND

SEWER LINES THAT CONFLICT WITH INTENDED DESIGN ARE ENCOUNTERED, CONTRACTOR SHALL INVESTIGATE

AND MEASURE THE NATURE AND EXTENT OF CONFLICT AND CONTRACTOR SHALL PROMPTLY SUBMIT A WRITTEN REPORT TO THE CITY.

8. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED AND: · SHALL ARRANGE TO SHUT OFF INDICATED UTILITIES WITH UTILITY COMPANIES. · IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BEFORE

PROCEEDING WITH DEMOLITION CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES/SYSTEMS THAT

BYPASS AREA OF DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTS OF BUILDING AND SITE. · SHALL CUT OFF PIPE OR CONDUIT IN WALLS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING. WHERE ENTIRE WALL IS TO BE REMOVED, EXISTING SERVICES/SYSTEMS MAY BE REMOVED WITH REMOVAL OF THE WALL. CONTRACTOR SHALL CUT OFF PIPE OR CONDUIT SO IT WILL NOT BE VISIBLE IN FINISHED CONSTRUCTION.

9. CONTRACTOR SHALL PROTECT EXISTING SERVICES/SYSTEMS INDICATED AGAINST DAMAGE DURING DEMOLITION OPERATIONS.

10. INACTIVE OR ABANDONED UTILITIES SHALL BE DISCONNECTED, REMOVED, AND PLUGGED OR CAPPED SUBJECT TO THE LOCAL GOVERNING AGENCIES.

11. ACTIVE UTILITIES SHALL BE PROTECTED BY AND AT THE EXPENSE OF THE CONTRACTOR. KEEP ANY REQUIRED

UTILITY IN OPERATING CONDITION DURING THE ENTIRE PERIOD OF WORK, INCLUDING EXISTING IRRIGATION SYSTEMS FOR LANDSCAPE MAINTENANCE.

12. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT KNOWN OBSTRUCTIONS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. ASSUME RESPONSIBILITY FOR ALL NECESSARY REVISION DUE TO FAILURE TO GIVE SUCH NOTIFICATION.

13. CONTRACTOR SHALL CONDUCT DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM

INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.

14. CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN AND: · SHALL PROVIDE TEMPORARY WEATHER PROTECTION, DURING THE INTERVAL BETWEEN DEMOLITION OF

EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND NEW CONSTRUCTION, TO PREVENT WATER LEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR AREAS. · SHALL PROTECT WORK THAT IS TO REMAIN OR THAT IS EXPOSED DURING DEMOLITION OPERATIONS. · SHALL COVER AND PROTECT EQUIPMENT THAT HAS NOT BEEN REMOVED.

15. CONTRACTOR SHALL PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED

TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND

FINISHES THAT REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. CONTRACTOR SHALL STRENGTHEN OR ADD NEW SUPPORTS WHEN REQUIRED DURING PROGRESS OF DEMOLITION.

16. DEMOLITION AND REMOVAL WORK SHALL BE CAREFULLY PERFORMED TO AVOID DAMAGE TO EXISTING TREES NOTED ON THE PLANS TO REMAIN.

17. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ADOPTED EDITIONS OF THE UNIFORM

BUILDING CODE, THE AMERICANS WITH DISABILITIES ACT, AND ALL OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS.

18. CONTRACTOR SHALL USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN THE LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS: · SHALL NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED, USING

CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN. · SHALL CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES. · SHALL NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT

CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN FIRE WATCH AND PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS. · SHALL MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. · SHALL REMOVE DECAYED, TERMITE-INFESTED, VERMIN-INFESTED, OR OTHERWISE DANGEROUS OR UNSUITABLE MATERIALS AND PROMPTLY DISPOSE OF OFF-SITE. · SHALL LOCATE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON STRUCTURES TO REMAIN.

19. CLEAR THE SITE OF GRASS, WEED GROWTH, RUBBISH, DEBRIS, PAVEMENT, CONCRETE, INACTIVE OR

ABANDONED FACILITIES (VERIFIED BY THE AGENCY), THAT ARE TO BE REMOVED FOR CONSTRUCTION OF THE SITE IMPROVEMENTS TO THE LIMITS AND DEPTHS SHOWN ON THE PLANS.

20. ABANDONED UNDERGROUND FACILITIES (VERIFIED BY THE AGENCY), ROOTS THREE INCHES IN DIAMETER AND LARGER, AND ROCKS AND BROKEN MASONRY LARGER THAN 4 INCHES IN ANY DIMENSION SHALL BE REMOVED TO A MINIMUM DEPTH OF 12" BELOW FINISH GRADE.

21. ALL DELETERIOUS MATERIALS WITHIN THE LIMITS OF THE WORK SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR, WHO SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY ALL RELATED COSTS.

22. CONTRACTOR SHALL REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM AT THE CONTRACTOR'S EXPENSE IN AN EPA-APPROVED LANDFILL AND: · SHALL NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. · SHALL REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.

23. CONTRACTOR SHALL NOT BURN DEMOLISHED MATERIALS.

24. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED

BY DEMOLITION OPERATIONS AND RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE DEMOLITION OPERATIONS BEGAN.

NOTE TO CONTRACTOR: · LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE FIELD SURVEY PERFORMED BY STARLIGHT SURVEYING, INC., DATED OCTOBER, 2025, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS. · CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH)

WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID. · CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE
EXISTING UTILITY LINES. · CONTRACTOR TO VERIFY AND INFORM THE CITY OF ANY FACILITIES

ENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL. · THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN.

C
B
E
D
F
PROTECT EXISTING TREE IN PLACE - CONFIRM DISPOSITION PRIOR TO DEMO. WITH LANDSCAPE ARCHITECT AND CITY

SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK/RAMP (COMPLETE) AND DISPOSE G

PROTECT IN PLACE - POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITY LINES TO PROTECT AS REQUIRED **** NOTE TO CONTRACTOR:

EXACT LOCATION OF EXISTING UNDERGROUND STORM DRAIN LINES ON-SITE ARE UNKNOWN. CONTRACTOR SHALL: · VERIFY LOCATION, SIZE, ELEVATIONS OF EXISTING STORM DRAIN AND VERIFY DESIGN AS A FIRST ITEM OF WORK. NOTIFY ENGINEER
IMMEDIATELY OF ANY REQUIRED CHANGE IN DESIGN. · IF INLET PIPES ARE FOUND CONNECTING TO EXISTING GRATES THAT ARE

REMOVED DURING THE CONSTRUCTION OF THIS PROJECT (OR PIPES ARE

DAMAGED OR REMOVED DURING CONSTRUCTION) THAT RUN OUTSIDE

OF DEMOLITION LIMITS, NOTIFY ENGINEER IMMEDIATELY OF THE LOCATION AND SIZE TO INSURE CONTINUITY OF DRAINAGE UPSTREAM. 101.303 (civTEC)
TEC
12/22/2025
STAFF
TEC
999 CORPORATE DR.

DEMOLITION
PLAN
0 5 10 20
SCALE: 1" = 10'
S
W
E
H
I
J
K
L

REMOVE EXISTING CATCH BASIN (COMPLETE) AND DISPOSE
CAP EXISTING STORM DRAIN FOR NEW CONNECTION - SEE SHEET C-1.1

REMOVE EXISTING DRINKING FOUNTAIN (COMPLETE) AND DISPOSE CAP EXISTING WATER LINE FOR NEW CONNECTION - SEE SHEET C-1.1

REMOVE EXISTING PLAY SURFACE TO SUBGRADE (COMPLETE) AND DISPOSE

REMOVE EXISTING PLAY EQUIPMENT AND FOUNDATIONS (COMPLETE) AND DISPOSE REMOVE EXISTING CONC. CURB/WALL (COMPLETE) AND DISPOSE

REMOVE EXISTING SHADE STRUCTURE AND FOUNDATIONS (COMPLETE) AND DISPOSE CAP EXISTING SEWER LINE FOR NEW CONNECTION - SEE SHEET C-1.1 EXIST. 8" PVC

WATER LINE E
20-FOOT WIDE EASEMENT

FOR WATERLINE PURPOSES
EXIST. 24" R.C.P.

STORM DRAIN LINE E
EXIST. 6"
P.V.C. STORM

DRAIN LINE
E
EXIST. 6"
P.V.C. STORM

DRAIN LINE
E
TREE A
TREE A
TREE A
TREE A
TREE A
TREE A
TREE A
B
B
TREE A
C D
C D
C D
C D
EXIST. 4"
P.V.C.

SEWER LINE
E
EXIST. 4"
P.V.C.

SEWER LINE
E
EXIST. 2"
P.V.C.

WATER LINE
E
EXIST. 2"
P.V.C.

WATER LINE
E
B
EXIST. C.B.
(307.1±) TG
(301.4±) INV 24"
F G
EXIST. C.B.
(307.3±) TG
(304.5±) INV 24"
F G
EXIST. GAZEBO H I
D.F. J K L

Page 666 of 1571 ends

32 4048 48 8 24 16 K.P.1 K.P.1 72 EXTENSION 48 40 32 24 72 64 30 24 16 48 48 30 20 10 168 24 16 C-1.1 PRECISE GRADING PLAN101.303 (civTEC) TEC 12/22/2025 STAFF TEC 999 CORPORATE DR. SUITE 100 LADERA RANCH, CA 92694 p: 949.463.8822 e: [email protected] 12/22/2025 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone ©

CABOT PARK IMPROVEMENTS
CITY OF LAGUNA HILLS NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE IN ACCORDANCE WITH THE EARTHWORK SPECIFICATION AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED. 0 5 10 20 SCALE: 1" = 10' S WE NOTE TO CONTRACTOR: REQUIRED ACCESSIBLE PATH OF TRAVEL TO BE AT 5% MAX. RUNNING SLOPE, 2% MAX. CROSS-SLOPE, AND 48-INCH MIN. CLEAR WIDTH (CBC 11B-206.2.1). GENERAL CONSTRUCTION NOTES STORM DRAIN CONSTRUCTION NOTES 212220 CONSTRUCT 6" PVC, SDR 35, STORM DRAIN PIPE, BEDDING DETAIL 2, SHEET C-0.2 CONSTRUCT RUBBER SURFACE PLAY AREA SUBDRAIN PER DETAIL 1, SHEET C-0.2 CONNECT TO EXISTING STORM DRAIN WITH COUPLING OR CUT-IN TEE WATER / DRAINAGE CONSTRUCTION NOTES 313010 PROTECT IN PLACE CONNECT WATER LINE TO DRINKING FOUNTAIN PER MANUFACTURE'S SPECIFICATIONS CONNECT DRAINAGE LINE TO DRINKING FOUNTAIN PER MANUFACTURE'S SPECIFICATIONS 11 REPAIR/REPLACE EXISTING CONCRETE AS REQUIRED 12 CONSTRUCT RUBBER SURFACE PER LANDSCAPE ARCHITECT PLANS EXIST. 8" PVC WATER LINE 20-FOOT WIDE EASEMENT FOR WATERLINE PURPOSES EXIST. 24" R.C.P. STORM DRAIN LINEEXIST. 6" P.V.C. STORM DRAIN LINE EXIST. 6" P.V.C. STORM DRAIN LINE EXIST. 6" P.V.C. STORM DRAIN LINE EXIST. 4" P.V.C. SEWER LINE EXIST. 4" P.V.C. SEWER LINE EXIST. 2" P.V.C. WATER LINE EXIST. 2" P.V.C. WATER LINE 10 10 10 10 10 10 10 10 10 312.58 FS 312.37 CONC. 312.41 FS 312.20 CONC. 312.37 FS 312.16 CONC. 312.39 FS 312.18 CONC. 312.35 FS 312.14 CONC. 312.22 FS 312.01 CONC. 312.14 FS 311.93 CONC. 312.09 FS 311.63 CONC./TG 309.6 INV 312.13 FS 311.92 CONC. 312.24 FS 312.03 CONC. 312.31 FS 312.10 CONC. 312.42 FS 312.21 CONC. 312.54 FS 312.33 CONC. 312.75 FS 312.54 CONC.312.83 FS 312.62 CONC. 311.97 FS 311.76 CONC. 312.01 FS 311.80 CONC. 311.97 FS 311.76 CONC. 312.08 FS 311.87 CONC. 312.05 FS 311.84 CONC. 312.19 FS 311.98 CONC. 311.93 FS 311.72 CONC. 311.94 FS 311.73 CONC. 311.77 FS 311.56 CONC. 312.02 FS 311.81 CONC. 312.11 FS 311.90 CONC. 312.00 FS 311.79 CONC. 312.15 FS 311.94 CONC. 312.16 FS 311.95 CONC. 312.18 FS 311.97 CONC. 312.16 FS 311.95 CONC. 312.53 FS 312.07 CONC./TG 310.0 INV *(304.65±) INV *(304.35±) INV *(304.5±) INV NEW D.F. PER LANDSCAPE ARCHITECT PLANS 0.5% MIN. CONC. 0.5% MIN. CONC. 0.5% MIN. CONC. 0.5% MIN. CONC. 0.5% MIN. CONC. 0.5% MIN. CONC. 0.5% MIN. CONC. 0.5% MIN. CONC. *(302.5±) INV 311.80 FS 311.34 CONC./TG 309.3 INV 11 12 12 12 12 20 20 20 21 21 21 22 22 30 31 22 22 2 EACH

Page 667 of 1571 ends

32 40
48 48
8 24 16
K.P.1 K.P.1
72 EXTENSION
48 40 32
24 72
64 30
24 16
48 48
30 20
10 16
8 24
16 101.303 (civTEC)
TEC
12/22/2025
STAFF
TEC
999 CORPORATE DR.

SECTION A-A
A 12"
3" MIN. OPENING

BETWEEN BAGS

AT TOP ROW
A

CONSTRUCTION
NS-7 POTABLE WATER/IRRIGATION *
STORMWATER MITIGATION MEASURES (BMPs)
WE-1 WIND EROSION CONTROL
TC-1 STABILIZED CONSTRUCTION ENTRANCE
WM-2 MATERIAL USE *
NS-2 DEWATERING OPERATIONS *
NS-3 PAVING OPERATIONS
WM-1 MATERIAL DELIVERY AND STORAGE *
WM-4 SPILL PREVENTION AND CONTROL *
WM-5 SOLID WASTE MANAGEMENT *
SE-4 CHECK DAMS
SE-9 STRAW BALE BARRIERS
SE-10 STORM DRAIN INLET PROTECTION
NS-1 WATER CONSERVATION PRACTICES *
WM-6 HAZARDOUS WASTE MANAGEMENT *
WM-7 CONTAMINATED SOIL MANAGEMENT *
WM-8 CONCRETE WASTE MANAGEMENT *
NS-8 VEHICLE AND EQUIPMENT CLEANING *
NS-9 VEHICLE AND EQUIPMENT FUELING *
NS-10 VEHICLE AND EQUIPMENT MAINTENANCE *
WM-3 STOCKPILE MANAGEMENT *
THE FOLLOWING BMP'S AS OUTLINED IN, BUT NOT LIMITED TO, THE BEST MANAGEMENT PRACTICE HANDBOOK.

CALIFORNIA STORMWATER QUALITY TASK FORCE. SACRAMENTO. CALIFORNIA 2019, OR THE LATEST REVISED EDITION, APPLY DURING THE CONSTRUCTION OF THIS PROJECT. (ADDITIONAL MEASURES MAY BE REQUIRED IF

DEEMED APPROPRIATE BY CITY INSPECTORS)
SE-1 SILT FENCE
*

LOCATIONS TO BE DETERMINED BY CONTRACTOR AND APPROVED BY CITY INSPECTOR NOTE:

SE-7 STREET SWEEPING AND VACUUMING
EC-1 SCHEDULING
2 BAGS HIGH
EC-2 PRESERVATION OF EXISTING VEGETATION
EC-5 SOIL BINDERS
SE-5 FIBER ROLLS
SE-6 GRAVEL BAG BERM
TC-3 ENTRANCE OUTLET TIRE WASH
NS-12 CONCRETE CURING
NS-13 CONCRETE FINISHING
WM-9 SANITARY-SEPTIC WASTE MANAGEMENT *
SE-8 GRAVEL BAG DETAILS SCALE:

N.T.S.

NPDES NOTES:

1. IN THE CASE OF EMERGENCY, CALL ______________________ AT WORK PHONE # __________________________________ OR HOME PHONE # __________________________________ 2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.

3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT

TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TACKING, OR WIND.

4. APPROPRIATE BMP’S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS

SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF.

5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT

CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS.

6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO

BE MADE AWARE OR THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD

HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.

7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION

DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.

8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE.

DISCHARGES OF MATERIAL OTHER THAN STORMWATER ONLY WHEN NECESSARY

FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.

9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING

OR CHEMICAL DEGREASING AND SUPER CHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH

MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE,

PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.

10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF

NONCONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.

11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES.

12. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE

NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.

13. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.

14. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED.

15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE

AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO

FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.

16. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.

17. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON

SITE USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT

CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OF SOIL

SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE

SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.

18. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS

OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE

TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF.

PRIOR TO CONSTRUCTION CONTRACTOR TO OBTAIN APPROVAL FROM CITY FOR LOCATIONS OF THE FOLLOWING AREAS: · MATERIAL DELIVERY AND STORAGE AREA BMPS TO BE IMPLEMENTED: WM-1, WM-2, WM-4 (LOCATION MAY BE MODIFIED BY CONTRACTOR WITH CITY APPROVAL) · WASTE COLLECTION AREA BMPS TO BE IMPLEMENTED: WM-5, WM-6, WM-9 (LOCATION MAY BE MODIFIED BY CONTRACTOR WITH CITY APPROVAL) · VEHICLE CLEANING, FUELING AND MAINTENANCE AREA BMPS TO BE IMPLEMENTED: WM-4, NS-8, NS-9, NS-10 (LOCATION MAY BE MODIFIED BY CONTRACTOR WITH CITY APPROVAL) · CONCRETE TRUCK WASHOUT AREA BMPS TO BE IMPLEMENTED: WM-8 (LOCATION MAY BE MODIFIED BY

CONTRACTOR WITH CITY APPROVAL)

EROSION CONTROL CONSTRUCTION NOTES
GRAVELBAGS:

1. GENERAL: GRAVELBAG SHALL INCLUDE PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT TO FABRICATE AND INSTALL GRAVELBAGS AS REQUIRED TO FACILITATE THE CONTROL OF EROSION.

2. LOCATION: GRAVELBAGS SHALL BE PLACED PER PLAN, AND IN LOCATIONS SPECIFIED BY THE CITY INSPECTOR, AND IN LOCATIONS DEEMED NECESSARY BY THE CONTRACTOR.

3. FABRICATION: GRAVELBAGS SHALL BE FABRICATED USING FACTORY SEWN OR SEALED BAGS OF WOVEN

POLYPROPYLENE, TREATED TO RESIST DEGRADATION BY ULTRAVIOLET LIGHT AND HAVING SUFFICIENT

RESISTANCE TO TEARING TO ALLOW RELOCATION OF BAGS WITHIN SIX MONTHS OF INITIAL PLACEMENT WITH A LOSS OF NOT MORE THAN FIVE PERCENT OF THE BAGS.

THE BAGS SHALL BE FILLED WITH SUBROUNDED TO ROUNDED GRAVEL LESS THAN 3/4-INCH IN DIAMETER, WITH LESS THAN FIVE PERCENT OF MATERIAL PASSING A NO. 30 SIEVE. THE FILLED BAGS SHALL HAVE THE OPEN ENDS SECURELY FASTENED PRIOR TO DELIVERY TO THE SITE.

4. INSTALLATION: GRAVELBAGS SHALL BE INSTALLED IN A SIDE BY SIDE MANNER TO ENTRAP SILT AND MUD, AND TO DIVERT THE FLOW OF WATER. NOTWITHSTANDING THE OTHER REQUIREMENTS OF THIS

SPECIFICATION, FAILURE OF THE BAGS TO PERFORM THIS FUNCTION SHALL BE REASON TO REJECT THEIR INSTALLATION.

GRAVELBAGS SHALL BE INSTALLED WITH THE WIDEST FACE AGAINST THE GROUND SURFACE OR THE UNDERLYING COURSE OF BAGS, AND PRESSED IN PLACE TO CONFORM TO THE UNDERLYING SURFACE.

THE BAGS SHALL BE PLACED WITH THE TIED ENDS IN THE "UPHILL" OR "UPSTREAM" DIRECTION, BEGINNING AT THE LOWEST OR MOST DOWNSTREAM BAG, TIED ENDS WILL BE TUCKED UNDER BAG. SUBSEQUENT BAGS

WITHIN ONE COURSE OF BAGS SHALL BE PLACED SO AS TO REST UPON THE TIED END OF THE PREVIOUSLY PLACED BAG, WITH NOT LESS THAN 10 PERCENT OF THE BAG IN CONTACT WITH THE PREVIOUS BAG, AND NOT MORE THAN 20 PERCENT IN CONTACT.

SUBSEQUENT COURSES OF BAGS SHALL BE PLACED AS DESCRIBED PREVIOUSLY, WITH THE MID-POINT OF THE BAGS STRADDLING THE JOINTS OF BAGS IN THE UNDERLYING ROW.

CONSTRUCTION OF A GRAVELBAG BERM PERPENDICULAR TO THE DIRECTION OF FLOW SHALL INCORPORATE BAGS PLACED IN A "PYRAMID" CONFIGURATION, WITH ALL INDIVIDUAL BAGS ORIENTED PERPENDICULAR TO THE DIRECTION OF FLOW. THE BERM SHALL BE CONSTRUCTED WITH A SPECIFIED

NUMBER OF ROWS AT THE BOTTOM (IN CONTACT WITH THE GROUND), WITH SUCCESSIVELY FEWER ROWS IN EACH OVERLYING COURSE. THE UPSTREAM AND DOWNSTREAM FACES OF THE BERM SHALL BE NO STEEPER THAN 1 1/2 FEET HORIZONTAL TO 1 VERTICAL.

DAMAGE WHICH COULD FORESEEBLY BE PREVENTED BY PROPER GRAVELBAG INSTALLATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

INSTALL GRAVEL BAGS (SE-8)
LEGEND
GRAVEL BAGS (SE-8)
IMPLEMENT STREET SWEEPING AND VACUUMING (SE-7)
90 92
91 STORM DRAIN INLET PROTECTION (SE-10)
INSTALL STORM DRAIN INLET PROTECTION (SE-10)
C-3.1

EROSION

CONTROL
PLAN
0 5 10 20
SCALE: 1" = 10'
S
W
E
91 90
TYP.
90 TYP.
90 TYP.
90 TYP.
90 TYP.
90 TYP.
92 TYP.
92 TYP.
92 TYP.

TO BE COMPLETED

BY CONTRACTOR

Page 668 of 1571 ends

3 10
32 40
48 48 8
24 16 K.P.1 K.P.1 72

EXTENSION
48 40 32
24 72
64 30 24
16 48
48 30 20 10 168
24 16

POINT TABLE
POINT # 3
10 NORTHING
2153018.83
2152976.76

EASTING
6126281.35
6126024.61
32 40
48 48 8
24 16 K.P.1 K.P.1
72 EXTENSION
48 40 32
24 72
64 30 24 16
48 48 30 20 10
168
24 16

GENERAL NOTES

1. CONTRACTOR SHALL REFERENCE ARCHITECTURAL AND/OR LANDSCAPE PLANS FOR ADDITIONAL HARDSCAPE REQUIREMENTS AND DETAILS.

2. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING LANDSCAPE AND

HARDSCAPE IMPROVEMENTS AS NECESSARY TO CONSTRUCT IMPROVEMENTS SHOWN HEREON.

3. ALL SIDEWALKS, CURB RETURNS, AND ACCESS POINTS SHALL MEET TITLE 24 AND AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS.

NOTE TO CONTRACTOR:

A. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING COMPLETE,

TIMELY AND ACCURATE FIELD LAYOUT OF THE PROPOSED SITE IMPROVEMENTS

INCLUDING, BUT NOT NECESSARILY LIMITED TO, HORIZONTAL AND VERTICAL

CONTROL AND DIMENSIONAL COORDINATION AS NECESSARY TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS SURVEY

WORK SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR AND SHALL

PROVIDE FOR THE SURVEY AND STAGING OF ALL CONSTRUCTION ELEMENTS

INCLUDING BUT NOT LIMITED TO BUILDING LOCATIONS, PAVING

EDGES/ALIGNMENT FENCING, WALLS, LIGHT FIXTURES, SIGNS, MOW CURBS,

SEATING, SHADE STRUCTURES, PLAY FIELDS AND APPURTENANCES,, CURB AND GUTTER ALIGNMENTS, CATCH BASINS, DRAINS, ETC.

B. AN AUTOCAD-COMPATIBLE .DWG FILE OF THE PROPOSED IMPROVEMENTS

SHALL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF

CONSTRUCTION FOR HIS USE IN PREPARING THE NECESSARY FIELD SURVEYING / LAYOUT OF PROPOSED IMPROVEMENTS. THE USE OF THIS DIGITAL FILE SHALL BE

THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND IS INTENDED TO ASSIST THE SURVEYOR IN THE LAYOUT OF THE PROPOSED IMPROVEMENTS.

THESE ELECTRONIC FILES ARE NOT CONSTRUCTION DOCUMENTS. DIFFERENCES

MAY EXIST BETWEEN THESE ELECTRONIC FILES AND CORRESPONDING HARD COPY CONSTRUCTION DOCUMENTS ISSUED FOR PUBLIC BID. IN THE EVENT

THAT A CONFLICT ARISES BETWEEN THE SIGNED OR SEALED HARD COPY

CONSTRUCTION DOCUMENTS AND THE ELECTRONIC FILES, THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS SHALL GOVERN. THE

CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF ANY CONFLICT EXISTS AND

SHALL BRING ANY DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO ANY FIELD LAYOUT. BY THE CONTRACTOR'S USE OF THESE

ELECTRONIC FILES, THEY ARE NOT RELIEVED OF THEIR DUTY TO FULLY COMPLY

WITH THE CONTRACT DOCUMENTS, INCLUDING, AND WITHOUT LIMITATION, THE

NEED TO CHECK, CONFIRM, AND COORDINATE ALL DIMENSIONS AND DETAILS,

TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, AND COORDINATE THE WORK WITH THAT OF OTHER CONTRACTORS FOR THE PROJECT.

THE DIGITAL INFORMATION PROVIDED BY civTEC SHALL NOT BE USED FOR ANY

PURPOSE OTHER THAN FOR THE PROJECT DESCRIBED ABOVE AND SHALL NOT BE RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF civTEC.

THE INFORMATION CONTAINED ON THE ELECTRONIC MEDIA IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF civTEC.

SURVEY CONTROL MAP
SCALE: 1" = 200' S WE
PT. # 3
FD. SPK & WASH.
"LS 5301"

CABOT ROAD

RAPID FALLS ROAD
101.303 (civTEC)
TEC
12/22/2025
STAFF
TEC
999 CORPORATE DR.

HORIZONTAL

CONTROL
PLAN 0 5 10 20
SCALE: 1" = 10' S WE
PT. # 10
FD. DISK IN WM

BENCHMARK
OCS BM "3U-41-70"
ELEVATION 267.878' [NAVD88, LEVELED 1991]
DESCRIBED BY OCS 2003 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3U-41-70", SET IN THE NORTHWESTERLY CORNER OF A CONCRETE BRIDGE ABUTMENT.

MONUMENT IS LOCATED IN THE NORTHWESTERLY CORNER OF THE INTERSECTION OF FORBES ROAD AND CROWN VALLEY PARKWAY, 150 FT. WESTERLY OF THE CENTERLINE OF FORBES, 22.6 FT. NORTHERLY OF THE CENTERLINE OF CROWN VALLEY PARKWAY AND IN THE NORTHERLY END OF THE WESTERLY ABUTMENT. MONUMENT IS SET LEVEL WITH THE BRIDGE DECK.

BASIS OF BEARINGS:

THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE BEARING OF RAPID FALLS ROAD SHOWN AS N 80°41'33"E ON TRACT MAP 9293, FILED IN BOOK 460, PAGES 18 TO 31, PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. 20-FOOT WIDE EASEMENT

FOR WATER LINE PURPOSES

EASEMENT FOR

EQUESTRIAN TRAIL AND

LANDSCAPE AND

MAINTENANCE PURPOSES

RAPID FALLS ROAD
BASIS OF BEARINGS N 81°41'33" E 260.10'

Page 669 of 1571 ends

·
·····NOTES

CABOT PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax [949] 493-2600 phone
© Signature Renewal Date Date
L A R R Y P . R Y

A N L I C
E
N S E N O . 2 5 0
L
2 I CENSED
LAND
S
CAPE

ARCH I TECT
STATE
OF
C
A

L I FORN I A
MATCHLINE, SEE SHEET L-1.02
MATCHLINE, SEE SHEET L-1.02

Page 670 of 1571 ends

·
·····NOTES

CABOT PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax [949] 493-2600 phone
© Signature Renewal Date Date
L A R R Y P . R Y

A N L I C
E
N S E N O . 2 5 0
L
2 I CENSED
LAND
S
CAPE

ARCH I TECT
STATE
OF
C
A

L I FORN I A
MATCHLINE, SEE SHEET L-1.01
MATCHLINE, SEE SHEET L-1.01
MATCHLINE, SEE SHEET L-1.03

Page 671 of 1571 ends

·
·····NOTES

CABOT PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax [949] 493-2600 phone
© Signature Renewal Date Date
L A R R Y P . R Y

A N L I C
E
N S E N O . 2 5 0
L
2 I CENSED
LAND
S
CAPE

ARCH I TECT
STATE
OF
C
A

L I FORN I A
MATCHLINE, SEE SHEET L-1.02

Page 672 of 1571 ends

PROJECT NAME PLAN TYPE PRODUCT FILE NO. DRAWN BY: DATE SCALE OF SHEET PC. NO. QC ITEM NO. CONSTRUCTION PLAN Q-LBT102PTADA | PICNIC TABLE | LBT ADA 11 3/8" = 1' ---- 3/30/26 315-02-cd-L-2.01 Authorized Signature Date By signing above or stamping this drawing “approved” or “no exception taken” authorization is give to QCP to produce this drawing as shown within a 1/4” tolerance. (CUSTOMER TO OFFLOAD IF OVER 6000 Lbs.) GENERAL PRODUCT NOTES: MANUFACTURING TOLERANCE ±1/4". ALL EDGES TO BE EASED. INSTALLATION IS REQUIRED BY OTHERS. CONCRETE COLOR: CONCRETE TEXTURE: WEIGHT: NATURAL MISSION WHITE FRENCH GREY CRAFTSMANS ETCH LATTE STRATA PRODUCT: QUANTITY: SEALER: CUSTOM HONED Q-LBT102PTADA PERMASHIELD 4200 SEALER 2,615 lbs. 5,000 P.S.I. CONCRETE DISABLED ACCESS COMPLIANT REINFORCED W/REBAR & NYLON FIBERS 5 YR GUARANTEE PLAN VIEW SIDE VIEW ELEVATION VIEW PROJECT NAME PLAN TYPE PRODUCT FILE NO. DRAWN BY: DATE SCALE OF SHEET PC. NO. QC ITEM NO. CONSTRUCTION PLAN QR-GF2832W-A24 | WASTE CONT. | GREENFIELD 11 3/4" = 1' ---- 3/30/26 315-02-cd-L-2.01 Authorized Signature Date By signing above or stamping this drawing “approved” or “no exception taken” authorization is give to QCP to produce this drawing as shown within a 1/4” tolerance. LID MATERIAL: ALUMINUM STEEL LID COLORS: BLACK GRAY BROWN BLUE (CUSTOMER TO OFFLOAD IF OVER 6000 Lbs.) GENERAL PRODUCT NOTES: MANUFACTURING TOLERANCE ±1/4". ALL EDGES TO BE EASED. INSTALLATION IS REQUIRED BY OTHERS. CONCRETE COLOR: CONCRETE TEXTURE: WEIGHT: NATURAL MISSON WHITE FRENCH GREY CRAFTSMANS ETCH LATTE STRATA PRODUCT: QUANTITY: SEALER: CUSTOM HONED QR-GF2832W-A24 PERMASHIELD 4200 SEALER 527 lbs. STD. 2"DIA. DRAIN HOLE PLAN VIEW SECTION VIEW ELEVATION VIEW

PROJECT NAME

PLAN TYPE

PRODUCT
FILE NO.

DRAWN BY:

DATE

SCALE OF
SHEET
QC ITEM NO. PC. NO.

CONSTRUCTION PLAN
######## | ##### | #### -
2/6/17 315-02-cd-L-2.01
3/4" = 1' XX----- - FRONT ELEVATION VIEW SIDE VIEW (CUSTOMER TO OFFLOAD IF OVER 6000 Lbs.) GENERAL PRODUCT NOTES: STANDARD SEALER INSTALLATION IS REQUIRED BY OTHERS. CONCRETE COLOR: CONCRETE TEXTURE: PRODUCT: ######## WEIGHT: 1,918 lbs QUANTITY: SEALER: QUAIL HILL RED NATURAL MISSION WHITE LATTE HARVEST FRENCH GREY CRAFTSMANS ETCH BUNGALOW STRATA ADOBE TAUPE CUSTOM COLOR Authorized Signature Date By signing above or stamping this drawing “approved” or “no exception taken” authorization is give to QCP to produce this drawing as shown within a 1/4” tolerance. MANUFACTURING TOLERANCE ±1/4". ALL EDGES TO BE EASED. NOTE: QUICKCRETE RECOMMENDS USING EPOXY TO ANCHOR THE BENCH TO A CONCRETE FOOTING.

CABOT PARK IMPROVEMENTS

CITY OF LAGUNA HILLS, CA
31591 Camino CapistranoSan Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax [949] 493-2600 phone
© Signature Renewal Date Date L A R R Y P . R Y A N L I C E N S E N O . 2 5 0L2I CENSED LANDSCAPE ARCH I TECT STATE OF CA L I FORN I A

Page 673 of 1571 ends

CABOT PARK IMPROVEMENTS

Page 674 of 1571 ends

CABOT PARK IMPROVEMENTS

Page 675 of 1571 ends

CABOT PARK IMPROVEMENTS

Page 676 of 1571 ends

LH Public Works 6909-0006-0000-2023
Master Template Public Works Contract
1774061.2

CITY OF LAGUNA HILLS

CALIFORNIA

PUBLIC WORKS PLANS

AND SPECIFICATIONS FOR

CABOT PARK REHABILITATION
PROJECT NO. CIP 241-A

PREPARED FOR

CITY OF LAGUNA HILLS
24035 EL TORO ROAD
LAGUNA HILLS, CA 92653

PREPARED BY

RJM DESIGN GROUP
21591 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO, CA 92675
August 2026

Page 677 of 1571 ends

LH 6909-01/2023
1774061.2

CITY OF LAGUNA HILLS

SPECIFICATIONS FOR

CABOT PARK REHABILITATION
Prepared Under the Supervision of:
_____________________________ 4/3/2026
Larry P. Ryan, CA LLA #2505 Date
Approved By:
08/25/2026
Joseph J. Ames, P.E., T.E., City Engineer Date
R.C.E. No. 66999
Expiration Date 9/30/2026

Page 678 of 1571 ends

1774061.2 i LH 6909-01/2023

CITY OF LAGUNA HILLS

TABLE OF CONTENTS
FOR

CABOT PARK REHABILITATION
NOTICE INVITING SEALED BIDS ........................................................................................ NB-1 INSTRUCTIONS TO BIDDERS ............................................................................................. IB-1

PROPOSAL DOCUMENTS
Proposal.................................................................................................................................. P-1 Bidders Information ................................................................................................................. P-3 List of Subcontractors ............................................................................................................. P-4 References ............................................................................................................................. P-5 Contractor’s Licensing Statement............................................................................................ P-6 Bid Bond ................................................................................................................................. P-7 Non-Collusion Affidavit ............................................................................................................ P-8 Proposal Bid Sheets ............................................................................................................. P-10 Bidder’s Certification of Acknowledgement of Compliance With Insurance ........................... P-17

CONTRACT DOCUMENTS
Contract Agreement .............................................................................................................. CA-1 Faithful Performance Bond.................................................................................................... CA-4 Material and Labor Bond ....................................................................................................... CA-6 Compensation Insurance Certificate ..................................................................................... CA-8

GENERAL SPECIFICATIONS
Scope of Work ..................................................................................................................... GS-1 Location of Work .................................................................................................................. GS-1 Time of Completion .............................................................................................................. GS-1 Traffic Requirements ............................................................................................................ GS-1 Utility Requirements ............................................................................................................. GS-1 Flow and Acceptance of Water ............................................................................................ GS-3 Removal of Water ................................................................................................................ GS-3 Standard Specifications ....................................................................................................... GS-3 Resolution of Construction Claims ....................................................................................... GS-6

SPECIAL PROVISIONS
PART 1 - GENERAL PROVISIONS ...................................................................................... SP-1 PART 2 - CONSTRUCTION MATERIALS ........................................................................... SP-30 PART 3 - CONSTRUCTION METHODS ............................................................................ SP-34 PART 9 – SITE FURNISHINGS ......................................................................................... SP-45

APPENDICES
Water Pollution Control Plan Template ....................................................................... Appendix A Project Plans ............................................................................................................... Appendix B

Page 679 of 1571 ends

1774061.2 NB-1 LH 6909-01/2023

CITY OF LAGUNA HILLS

NOTICE INVITING BIDS FOR CONSTRUCTION OF

CABOT PARK REHABILITATION
NOTICE IS HEREBY GIVEN that sealed bids for the Cabot Park Rehabilitation (“Project”) in the City of Laguna Hills will be received at the Office of the City Engineer of the 24035 El Toro Road, Laguna Hills, until 10:00 a.m. on Thursday, October 1, 2026, at which time they will be publicly opened and read aloud.

PRE-BID MEETING: A pre-bid meeting will be held at the Project site on Tuesday, September 15, 2026 at 9:00 a.m. Site Address: 27345 Cabot Road, Laguna Hills, California 92653. The meeting is mandatory.

DESCRIPTION OF THE WORK: In general, the work is comprised of public works construction including play equipment and safety surfacing installation, steel handrail repairs, site furnishing replacement, park monument sign installation and minor restroom building repairs and replacements and other miscellaneous improvements as shown on the plans and as required to complete the work.

AWARD OF CONTRACT: The City reserves the right after opening bids to reject any or all bids, to waive any informality (non-responsiveness) in a bid, or to make award to the lowest responsive, responsible bidder, and reject all other bids, as it may best serve the interest of the City. Within three (3) business days of bid opening, contractor must submit a revised bid bond with numerical dollar values, both in words and with digits of bid amount. Within five (5) working days after the date of the Notice of Apparent Low Bidder, the successful bidder will be required to submit required Contract Agreement and Insurance.

Within ten (10) working days after the date of the Notice of Award, the successful bidder will be required to submit Bonds (Faithful Performance and Material and Labor), Construction Schedule, and Water Pollution Control Plan.

CONTRACTOR’S LICENSE CLASSIFICATION: The Contractor shall possess a valid Class A Contractor’s License, or a combination of Class C Contractor's Licenses as necessary to perform the work, at the time of submitting bids, in accordance with provisions of Chapter 9, Division III of the California Business and Professions Code.

WAGE RATE REQUIREMENTS: The wage rates applicable to this Project are the State of California Department of Industrial Relations prevailing rates of per diem wages. In accordance with the provisions of Sections 1773.2 of the California Labor Code, copies of the general prevailing rate of per diem wages as determined by the State Director of Industrial Relations are available at City Hall, which shall be made available to any interested party upon request, or on the Internet at the State Department of Industrial Relations website (www.dir.ca.gov) under Statistics and Research. It shall be mandatory upon the Contractor to whom the contract is awarded and upon any subcontractor to pay not less than said specified rates to all workers employed by them in the execution of the contract. A copy of said rates shall be posted at each job site during the course of construction. The Contractor and all subcontractors shall comply with all provisions of the California Labor Code relating to prevailing wage rates, including Sections 1770–1781.

This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. The Department of Industrial Relations shall monitor and enforce compliance with applicable prevailing wage requirements for the contract. The reporting requirements may be found at https://www.dir.ca.gov/Public-Works/Contractors.html. The Contractor is responsible for complying with all requirements of the Department of Industrial Relations, including filing electronic payroll reports.

Page 680 of 1571 ends

1774061.2 NB-2 LH 6909-01/2023
pursuant to Labor Code Section 1725.5. It is not a violation of Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.

RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent of payments due under the Contract Documents from time to time, without retention of any portion of the payments by the City, by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the Public Contract Code. If the Contractor chooses not to exercise its rights under Public Contract Code Section 22300, the full five percent (5%) retention will be deducted from all payments.

The final retention will be authorized for payment thirty-five (35) days after the date of recordation of the Notice of Completion, if no stop notices have been filed. The City may withhold from release of the final retention amounts authorized under Public Contracts Code Section 7107 and/or 125% of amounts identified in any Stop Notices received by the City.

OBTAINING OR INSPECTING CONTRACT DOCUMENTS: Contract Documents may be inspected without charge at the Public Works Department, City Hall, 24035 El Toro Road, Laguna Hills, California 92653. Contract Documents are available in portable document form (PDF) on the City’s website https://lagunahillsca.gov/bids.aspx. It is the contractor’s responsibility to ensure they are on the City’s Plan Holder’s List and they obtain any addendums or clarifications that are issued by the City on the City’s website prior to submitting a bid. For any questions regarding acquisition of Contract Documents, contact Joe Ames at [email protected].

Dated this 28th day of August, 2026. City of Laguna Hills, California BY _____________________________

JOSHUA STEVENSON, CITY CLERK
Published: Saddleback Valley News 24035 El Toro Road
Laguna Hills, CA 92653

Page 681 of 1571 ends

1774061.2 IB-1 LH 6909-01/2023

CITY OF LAGUNA HILLS

INSTRUCTIONS TO BIDDERS
FOR

CABOT PARK REHABILITATION

1. PROPOSAL FORMS
Bids shall be submitted in writing on the Proposal forms provided by the City of Laguna Hills (hereinafter “CITY” or “City”). All blank spaces in the bid forms must be correctly filled in and all information requested therein must be clearly and legibly set forth in the manner and form indicated. All spaces for bid prices and lump sum price for which the bid is made, must be filled in, in both words and figures. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and must be initialed by the person or persons signing the bid. Bidder acknowledges and agrees that by failing to complete the bid forms in their entirety, as set forth above, the CITY may find the bidder’s entire bid non-responsive and may cause the rejection of the bidder’s proposal at the discretion of the CITY.

2. PROPOSAL GUARANTEE (BID BOND)
In accordance with Public Contract Code Section 20170, proposals must be accompanied by a proposal guarantee consisting of either cash, a cashier’s check, a certified check or bid bond payable to the CITY in the minimum amount of ten percent (10%) of the total amount bid. Any proposal not accompanied by such a guarantee will not be considered. IF A BIDDER TO

WHOM A CONTRACT IS AWARDED FAILS OR REFUSES TO EXECUTE THE CONTRACT

DOCUMENTS OR FURNISH THE REQUIRED INSURANCE POLICIES AND BONDS AS

SET FORTH IN THOSE DOCUMENTS, THE PROPOSAL GUARANTEE SHALL BE FORFEITED TO THE CITY. The proposal guarantees of all bidders will be held until the successful bidder has properly executed all Contract Documents.

3. NON-COLLUSION AFFIDAVIT
Bidder shall declare that the only persons or parties interested in the proposal as principals are those named therein; that no officer, agent, or employee of the CITY is personally interested, directly or indirectly, in the proposal; that the proposal is made without connection to any other individual, firm, or corporation making a bid for the same work; and that the proposal is in all respects fair and without collusion or fraud. The Non-Collusion Affidavit shall be executed and submitted with the proposal.

4. PROPOSAL BID SHEET
Bidders shall give unit prices for each and all of the items set forth. No aggregate bids will be considered. The bidder shall set forth for each item of work, in clearly legible figures, a unit item price and a total for the item in the respective spaces provided for this purpose. The quantities listed in the Bid sheets are supplied to give an indication of the general scope of work, but the accuracy of figures is not guaranteed and the bidder shall make his own estimates from the drawings. In case of a variation between the unit price and the totals shown by the bidder, the unit price will be considered to be the bid.

Page 682 of 1571 ends

1774061.2 IB-2 LH 6909-01/2023

5. DELIVERY OF PROPOSAL
Proposals may be mailed or delivered by messenger. However, it is the bidder's responsibility alone to ensure delivery of the proposal to the hands of the CITY's designated official prior to the bid opening time deadline set forth in the "Notice Inviting Sealed Bids." Late proposals will not be considered and will be returned to the bidder unopened. Proposals shall be enclosed in a sealed envelope plainly marked on the outside, "CABOT PARK REHABILITATION PROJECT- DO NOT OPEN WITH REGULAR MAIL."

6. WITHDRAWAL OF PROPOSALS
A proposal may be withdrawn by a written request signed by the bidder. Such requests must be delivered to the CITY's designated official prior to the bid-opening time deadline set forth in the "Notice Inviting Sealed Bids". The withdrawal of a proposal will not prejudice the right of the bidder to submit a new proposal, provided there is time remaining to do so. Proposals may not be withdrawn after the bid opening without forfeiture of the proposal guarantee, except as authorized by state law. .

7. NONRESPONSIVE PROPOSALS
Unauthorized conditions, limitations, or provisions attached to a proposal will render it nonresponsive and may cause its rejection. The completed proposal forms shall be without inter-lineation, alterations, or erasures. Alternative proposals will not be considered unless specifically requested. No oral, telegraphic, or telephonic proposal, modification, or withdrawal will be considered.

8. TAXES
No mention shall be made in the proposal of Sales Tax, Use Tax, or any other tax, as all amounts bid will be deemed and held to include any such taxes that may be applicable. Bidder acknowledges and agrees that CITY shall not be responsible for the payment of any increase in Sales Tax, Use Tax, or any other tax that takes effect after award.

9. DISQUALIFICATION OF BIDDERS
In the event that any bidder acting as a prime contractor has an interest in more than one proposal, all such proposals will be rejected, and the bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one bidder.

No contract will be executed unless the bidder is licensed in accordance with the provisions of the Business and Professions Code.

10. INTERPRETATION OF PLANS AND DOCUMENTS
If any person contemplates submission of a bid for the proposed contract and is in doubt as to the true meaning of any part of the plans, specifications or other proposed contract documents, or finds discrepancies in, or omissions from, the drawings or specifications, he or she may submit to the City Engineer a written request for an interpretation or correction thereof five (5) working days prior to the scheduled bid opening. The person submitting the request will be responsible for its prompt delivery. Any interpretation or correction of the proposed

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1774061.2 IB-3 LH 6909-01/2023
documents shall be made only by addendum duly issued and copy of such addendum will be mailed or delivered to each person receiving a set of such documents. The City Engineer will not be responsible for any other explanation or interpretations of the proposed documents.

11. ADDENDA OR BULLETINS
The effect of all addenda to the Contract Documents shall be considered in the bid, and said addenda shall be made a part of the Contract Documents and shall be returned with them.

Before submitting a bid, each bidder shall confirm as to whether or not any addenda have been issued, and failure to cover in this bid any such addenda issued, may render bid nonresponsive and may result in its rejection by the CITY.

12. LEGAL RESPONSIBILITIES
All proposals must be submitted, filed, made, and executed in accordance with State and Federal laws relating to bids for contracts of this nature whether the same are expressly referred to herein or not.

Any bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions, and requirements set forth, contemplated, and referred to in the Plans, Specifications, and Contract Documents, and to full compliance therewith.

13. AWARD OF CONTRACT
Following a review of the bids, the CITY shall determine whether to award the contract or to reject all bids. The award of contract, if made, will be to the lowest responsive-responsible bidder as determined solely by the CITY. At the time of contract award, the successful bidder shall hold a Class A Contractor's License, or a combination of Class C Contractor’s License(s), as required to perform the work, issued by the State of California. Additionally, the CITY reserves the right to reject any or all proposals, to accept any bid or portion thereof, to waive any irregularity, and to take the bids under advisement for the period of time stated in the "Notice Inviting Sealed Bids", all as may be required to provide for the best interests of the CITY. In no event will an award be made until all necessary investigations are made as to the responsibility and qualifications of the bidder to whom the award is contemplated.

Within three (3) days of bid opening contractor must submit a revised bid bond with numerical dollar values, both in words and with digits of bid amount. Within five (5) working days after the date of the Notice of Apparent Low Bidder, the successful bidder will be required to submit required Contract Agreement and Insurance. Within ten (10) working days after the date of the Notice of Award, the successful bidder will be required to submit Bonds (Faithful Performance and Material and Labor). Submission of these documents shall be at the Low Bidder’s sole cost and expense and shall not be made reimbursable by City. Award of Contract, if made, shall be solely the determination of the City Council.

No bidder may withdraw its proposal for a period of forty-five (45) days after the time set for opening thereof. However, the CITY will return all proposal guarantees within ten (10) days after the award of the contract or rejection of the bids, as the case may be, to the respective bidders whose proposals they accompany.
/

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/

14. PREVAILING WAGE RATES
The wage rates applicable to this Project are the State of California Department of Industrial Relations prevailing rates of per diem wages. In accordance with the provisions of Sections 1773.2 of the California Labor Code, copies of the general prevailing rate of per diem wages as determined by the State Director of Industrial Relations are available at City Hall, which shall be made available to any interested party upon request, or on the Internet at the State Department of Industrial Relations website (www.dir.ca.gov) under Statistics and Research.

It shall be mandatory upon the Contractor to whom the Contract is awarded and upon any subcontractor to pay not less than said specified rates to all workers employed by them in the execution of the Contract. A copy of said rates shall be posted at each job site during the course of construction. The Contractor and all subcontractors shall comply with all provisions of the California Labor Code relating to prevailing wage rates, including Sections 1770–1781.

This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. The Department of Industrial Relations shall monitor and enforce compliance with applicable prevailing wage requirements for this Agreement. The reporting requirements may be found at https://www.dir.ca.gov/Public-Works/Contractors.html. The Contractor is responsible for complying with all requirements of the Department of Industrial Relations, including filing electronic payroll reports.

A contractor or subcontractor will not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. It is not a violation of Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. Contractor and its subcontractors shall maintain active registration with the Department of Industrial Relations for the duration of the Project.

A contractor or subcontractor will not be qualified to bid on, be listed in a bid proposal, subject to Section 6109 of the public Contract Code, or engage in the performance of any contract for public work on a public works project if the contractor or subcontractor is ineligible to perform work pursuant to Section 1777.1 or 1777.7 of the Labor Code.

The CITY will not recognize any claim for additional compensation because of the payment by the Contractor of any wage rate in excess of the prevailing wage rate or the Federal Minimum Wage Rate (whichever is greater) as set forth in the contract. The possibility of wage increases is one of the elements to be considered by the bidder in determining his bid, and will not under any circumstances be considered as the basis of a claim against the CITY on the Contract.

The Contractor and subcontractors shall comply with Section 1777.6 of the Labor Code which stipulates that it shall be unlawful to refuse to accept otherwise qualified employees as registered apprentices on any public works on any basis listed in Government Code Section

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1774061.2 IB-5 LH 6909-01/2023
12940(a), as those bases are defined in Government Code Sections 12926 and 12926.1, except as provided in Labor Code Section 3077 and Government Code Section 12940.

15. WORKERS’ COMPENSATION CERTIFICATE
Section 3700 of the Labor Code requires that every employer shall secure the payment compensation by either being insured against liability to pay compensation with one or more insurers or by securing a certificate of consent to self-insure from the State Director of Industrial Relations.

In accordance with this section and with Section 1861 of the Labor Code, the Contractor shall sign a Compensation Insurance Certificate which is included with the Contract Agreement, and submit same to CITY along with the other required Contract Documents, prior to performing any work. Reimbursement for this requirement shall be considered as included in the various items of work.

16. CLAYTON ACT AND CARTWRIGHT ACT
In accordance with Section 7103.5 of the Public Contract Code, in entering into a public works contract or a subcontract to supply goods, services or materials pursuant to a public works contract, the Contractor or subcontractor offers and agrees to assign to CITY all rights, and interest in and all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C.

Sec. 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 public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the Contractor, without further acknowledgment by the parties.

17. SUBLETTING AND SUBCONTRACTING.

Pursuant to the Subletting and Subcontracting Fair Practices Act (commencing with Section 4100 of the Public Contract Code), bidders are required to list in their proposal the name business address, California contractor license number, and public works contractor registration number issued pursuant to Section 1725.5 of the Labor Code of each subcontractor who will perform work or labor or render services in or about the construction of the work or improvement or a subcontractor who specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the Plans and Specifications in excess of 1/2 of 1% of this prime Contractor's total bid or $10,000, whichever is greater. If a subcontractor’s California contractor license number or public works contractor registration number are submitted incorrectly in the bid, it will not be grounds for filing a bid protest or grounds for considering the bid nonresponsive if the corrected subcontractor’s California contractor license number is submitted to CITY within 24 hours after the bid opening If the bidder fails to list a subcontractor for a portion of work or if the bidder lists more than one subcontractor of the same portion of work in excess of 1/2 of 1% of the total bid or $10,000, whichever is greater, the bidder agrees that it is fully qualified to perform that portion of work itself, and that the bidder shall perform that portion of work itself. If after award of the contract, the bidder actually subcontracts that portion of work, except as provided in Public Contract Code Section 4107 or 4109, the bidder shall be subject to the penalties listed in

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Section 4111 of the Public Contract Code. It is the CITY's intent for the Subletting and Subcontracting Fair Practices Act to apply to all phases of the work. /

18. SUBSTITUTION OF SECURITIES
In conformance with Public Contract Code Section 22300, which is incorporated herein by this reference, the Contractor may substitute securities for any monies withheld by the CITY to ensure performance under the Contract or, in the alternative, may request payment of retention earned directly to an escrow agent.

At the request and expense of the Contractor, the Contractor has the option to deposit securities, which have been approved by the CITY, with a State or Federally chartered bank as the escrow agent or require the City to deposit 5% of each progress payment with the escrow agent. Said securities will be used as a substitute for retention earnings required to be withheld by the CITY, pursuant to the construction contract. Said securities shall have no obligation to any other construction contract for substitution of securities in lieu of retention.

When the Contractor deposits the CITY approved securities with the escrow agent, the escrow agent shall notify the CITY within 10 calendar days of the deposit. Said securities shall be evaluated quarterly by the escrow agent to verify the current market value. If the current market value of said securities falls below the required amount, the escrow agent shall notify the Contractor and require additional securities and/or cash to be submitted for CITY approval, and be held in the escrow account to meet the Contractor's obligations. The escrow agent shall hold said securities until such time as the escrow agent receives written notification from the CITY that the Contractor has satisfactorily completed his Contract obligations.

The type of securities deposited and the method of release shall be approved by the City Attorney's office.

If the Contractor chooses not to exercise its rights under Public Contract Code Section 22300, the full five percent (5%) retention will be deducted from all payments. The final retention will be authorized for payment thirty-five (35) days after the date of recordation of the Notice of Completion, if no stop notices have been filed. The CITY may withhold from release of the final retention amounts authorized under Public Contracts Code Section 7107 and/or 125% of amounts identified in any Stop Notices received by the CITY.

19. BID DOCUMENT/PROPOSAL EDITS
No Proposer shall modify, edit, interlineate or change any portion of the Bid Proposal pages without the Agency’s written issuance of a formal Addenda. Any Proposer that modifies, edits, interlineates or changes the Bid Proposal sheets with unauthorized changes shall be deemed to be a non-responsive Bidder.

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1774061.2 P-1 LH 6909-01/2023
BIDDER'S NAME:

CITY OF LAGUNA HILLS

PROPOSAL
FOR

CABOT PARK REHABILITATION
TO CITY OF LAGUNA HILLS, as CITY:

In accordance with CITY's "Notice Inviting Sealed Bids", the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above stated project as set forth in the Plans, Specifications, and Contract Documents therefore, and to perform all work in the manner and time prescribed therein.

BIDDER declares that this proposal is based upon careful examination of the work site, Plans, Standard Specifications, Notice Inviting Sealed Bids, Instructions to Bidders, Proposal Documents, General Specifications, Special Provisions and Contract Documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with CITY at the unit and/or lump sum prices set forth in the following Proposal Bid Sheet. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to CITY of the Bid Security accompanying this proposal.

BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Proposal Bid Sheet are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts.

BIDDER agrees and acknowledges that it is aware of the provisions of Section 3700 of the Labor Code, which requires every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and that the BIDDER will comply with such provisions of that code before the commencement of any work under this Contract, if awarded.

BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any CITY, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding.

BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the CITY is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work; and that this proposal is in all respects fair and without collusion or fraud.

BIDDER certifies that affirmative action has been taken to seek out and consider disadvantaged business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been carefully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder.

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1774061.2 P-2 LH 6909-01/2023
Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents.

BIDDER'S NAME: DATE: , 20
BIDDER'S ADDRESS: BY:
(Print Name)
(Signature)
PHONE: ( ) TITLE:

Subscribed and sworn to before me BY: __________________________ this day of , 20 (Print Name)
(Signature of Notary Public) (Signature)
(Attach Jurat) TITLE: _______________________
(SEAL)

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1774061.2 P-3 LH 6909-01/2023

BIDDER'S INFORMATION
BIDDER certifies that the following information is true and correct:

Bidder's Name:

Business Address:

Email: Telephone:( )
State Contractor's License No. and Class:

Original Date Issued: Expiration Date:

The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest in this proposal:

The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows:

All current and prior DBA's, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows:

Subscribed and sworn to before me BY: __________________________ this day of , 20 (Print Name)
(Signature of Notary Public) (Signature)
TITLE: _______________________
(SEAL)

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1774061.2 P-4 LH 6909-01/2023
BIDDER'S NAME:

LIST OF SUBCONTRACTORS (4100 PUBLIC CONTRACT CODE)
BIDDER proposes to subcontract certain portions of the work, and to procure materials and equipment from suppliers and vendors in excess of ½ of 1% of the total bid amount or ten thousand dollars ($10,000), whichever is greater as follows (add additional pages as necessary) (Bidder must include all requested information):

Subcontractor Name:

Address:

License No. and Class:

DIR Registration No.:

Phone No.: Email:

Percent of Total Contract:

Specific Scope of Work:

Subcontractor Name:

Address:

License No. and Class:

DIR Registration No.:

Phone No.: Email:

Percent of Total Contract:

Specific Scope of Work:

Subcontractor Name:

Address:

License No. and Class:

DIR Registration No.:

Phone No.: Email:

Percent of Total Contract:

Specific Scope of Work:

Subcontractor Name:

Address:

License No. and Class:

DIR Registration No.:

Phone No.: Email:

Percent of Total Contract:

Specific Scope of Work:

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1774061.2 P-5 LH 6909-01/2023
BIDDER'S NAME:

REFERENCES
The BIDDER shall provide the names, addresses, phone numbers, and e-mail addresses of three (3) references for which BIDDER has performed similar work within the past three years, with at least two (2) references being public agencies. Failure of the BIDDER to list the required references in the bid proposal, or the subsequent inability of the CITY to verify any provided references, shall result in the BIDDER being deemed non-responsive.

Agency Name:

Address:

Phone No.: Contact:

Description of Work:

Agency Name:

Address:

Phone No.: Contact:

Description of Work:

Agency Name:

Address:

Phone No.: Contact:

Description of Work:

DESIGNATION OF SURETIES
The following are the names, addresses, and phone numbers for all brokers and sureties from whom BIDDER intends to procure insurance and bonds:

Name:

Address:

Phone No.: Contact:

Name:

Address:

Phone No.: Contact:

Name:

Address:

Phone No.: Contact:

Name:

Address:

Phone No.: Contact:

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1774061.2 P-6 LH 6909-01/2023

CONTRACTOR'S LICENSING STATEMENT
BIDDER certifies that the following is true and correct. The undersigned is licensed in accordance with the laws of the State of California providing for the registration of Contractors.

Contractor's License Number:

DIR Registration No.:

Name of Individual Contractor (Print or type):

Signature of Owner(s):

Business Address:
or
Name of Company:

Business Address:

Officers:

Name: Title:

Name: Title:
or
Name of Corporation:

Business Address:

Corporation organized under the laws of the State of:

Name of President of Corp./ Company Name of Secretary of Corp./ Company Subscribed and sworn to before me BY: __________________________ this day of , 20 (Print Name)
(Signature of Notary Public) (Signature)
TITLE: _______________________
(SEAL)

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1774061.2 P-7 LH 6909-01/2023
BID BOND (Page 1 of 2) Bond Amount $
Bond Number
BIDDER’S BOND
KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, (the “Principal”) has submitted a
bid (the “Bid”) to the City of Laguna Hills, California (the “City”) for construction of the (the “Work”), as specifically set
forth in documents entitled ,
Dated: , 20 (the “Specifications”).

AND WHEREAS, the Principal is required to provide bidder’s security in an amount equal to at least ten percent (10%) of the amount of the Bid and has chosen to satisfy this obligation by providing this bond.

NOW, THEREFORE, we, the Principal, and (the
“Surety”), an admitted surety insurer in the State of California, are held firmly bound unto the City of Laguna Hills in the sum of and /100
DOLLARS ($ ), lawful money of
the United States of America, for the payment of which sum, well and truly be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents, this amount being ten percent (10%) of the total amount of the Bid.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT:

1. If (a) the City accepts the Bid and awards the Principal a contract for the Work, and (b) within the time and manner required under the Specifications or by law, after the prescribed forms are presented to the Principal for signature, the Principal executes a written contract for construction of the Work in accordance with the Bid and delivers the required faithful performance and payment bonds and insurance policies, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

2. The Surety, for value received, hereby stipulates and agrees that the obligation of said Surety and its bond shall be in no way impaired or affected by any extension of the time within (NAME OF BIDDER)
(NAME OF PROJECT AND/OR DESCRIPTION OF WORK)
(TITLE OF BID PACKAGE)
(NAME OF SURETY)

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BID BOND (Page 2 of 2) Bond Amount $
Bond Number
which the City may accept such Bid; and said Surety does hereby waive notice of any such extension.

3. In the event suit is brought upon this bond by the City and judgment is recovered, as part of the obligation secured hereby and in addition to the face amount specified in this bond, the Surety shall pay all costs incurred by the City in such suit, including reasonable attorneys’ fees to be fixed by the court.

IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named on the day of , 20 .

PRINCIPAL: SURETY:
(Principal Name) (Seal) (Surety Name) (Seal)
By: By:
(Signature) (Signature)
(Print Name and Title) (Print Name and Title)
By: By:
(Signature) (Signature)
(Print Name and Title) (Print Name and Title)
Principal Address and Telephone: Surety Address and Telephone:

Affix Corporate Seals
Attach Notary Acknowledgments for All Signatures
Attach Power-of-Attorney if Executed by Attorney-in-Fact

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BIDDER'S NAME:

NON-COLLUSION AFFIDAVIT TO BE EXECUTED

BY BIDDER AND SUBMITTED WITH BID

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss

CITY OF LAGUNA HILLS )
In conformance with Public Contract Code Section 7106, the party making the foregoing bid declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that such bid is genuine and not collusive or sham; that said bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on [date], at [city], [state].”
Signed: ______________________
Title
Subscribed and sworn to before me
this day of , 20 .
___________________________________
Signature of Notary Public
(SEAL)

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1774061.2 P-10 LH 6909-01/2023

CITY OF LAGUNA HILLS

PROPOSAL BASE BID SHEETS
FOR

CABOT PARK REHABILITATION PROJECT

PROJECT START-UP
BID ITEMS 1-2:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
1 Mobilization (5% of Base Bid) 1 LS
2 Temporary Construction CL Fence 1,523 LF
SUBTOTAL IN FIGURES:
(PROJECT START-UP) $

DEMOLITION/REMOVAL
BID ITEMS 3-8:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
3 Demolition and Removal of Sand
(Playground) 61 SF
4 Demolition and Removal of
Resilient Surfacing 2,737 SF
5 Demolition and Removal of
Existing Park Monument Sign 1 LS
6 Demolition and Removal of
Existing Picnic Tables 2 EA
7 Demolition and Removal of
Existing Benches 6 EA
8 Demolition and Removal of
Existing Waste Receptacles 15 EA
SUBTOTAL IN FIGURES:
(DEMOLITION/REMOVAL) $

ARCHITECTURAL
BID ITEMS 9:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
9 Restroom Building Renovation
A Remove and Replace Existing
Lavatory 2 EA
B Remove and Replace Existing
Lavatory Faucet 2 EA
C Remove and Replace Existing
Hand Dryer 2 EA
D Remove and Replace Existing
Soap Dispenser 2 EA
E Remove and Replace Existing
Mirror 2 EA

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1774061.2 P-11 LH 6909-01/2023
F Remove and Replace Existing
Urinal 1 EA
G Remove and Replace Existing
Water Closet 3 EA
H Remove and Replace Existing
Toilet Seat 3 EA
I Remove and Replace Existing
Water Closet Flush Valve 4 EA
J Remove and Replace Existing
Grab Bar 2 EA
K Remove and Replace Existing
Toilet Paper Holder 6 EA
L Remove and Replace Existing
Protective Seat Covers Holder 3 EA
M Remove and Replace Metro
Series HPL Standard Partitions
and Doors to Match Existing
Layout
1 LS
N Remove Interior Walls and
Replace with Cement Board on
Lower 48” and Install Mold
Resistant Drywall on the Upper
Portions
1 LS
O Resurface Floors with Sika SelfLeveling Compound 1 LS P Remove and Replace Existing
Wall-Mounted Light Fixture with
Vandal Resistant Surface
Luminaire
4 Q Paint all Interior Ceilings 1 LS
R Grind off Rust on all Exterior Metal
Components and Re-Paint
Exterior Roof, Walls, Pillars, and
Doors
1 LS
SUBTOTAL IN FIGURES:
(ARCHITECTURAL) $

HARDSCAPE
BID ITEMS 10-11:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
10 Resilient Rubberized Surfacing at
Play Area 2,798 SF
11 Surfacing Flush With Concrete 52 CY
SUBTOTAL IN FIGURES:
(HARDSCAPE) $

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1774061.2 P-12 LH 6909-01/2023

SITE FURNISHINGS
BID ITEMS 12-18:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
12 Playground Equipment 1 LS
13 Playground Equipment Installation 1 LS
14 Park Monument Signage 1 LS
15 Concrete Picnic Tables 2 EA
16 Benches 6 EA
17 Waste Receptacles 10 EA
18 Handrail Renovation 1 LS
SUBTOTAL IN FIGURES:
(SITE FURNISHINGS) $
TOTAL BID IN FIGURES (PROJECT START-UP + DEMOLITION/REMOVAL + ARCHITECTURAL + HARDSCAPE + SITE FURNISHINGS):
$ __________________________
TOTAL BID IN WORDS (PROJECT START-UP + DEMOLITION/REMOVAL + ARCHITECTURAL + HARDSCAPE + SITE FURNISHINGS):

DOLLARS
AND CENTS.

NOTE: THE ESTIMATED QUANTITIES SHOWN HEREIN ARE APPROXIMATE AND ARE TO BE USED ONLY AS COMPARISON OF BIDS. AWARD SHALL BE ON THE BASIS OF BASE BID ONLY.

PAYMENT FOR QUANTITIES WILL BE MADE FOR ACTUAL MATERIALS USED ON THE JOB.

THE CITY RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ALL OR ANY ITEM FROM THE CONTRACT. IF THERE

IS A CONFLICT BETWEEN THE UNIT PRICE PROVIDED AND TOTAL COST, THE UNIT PRICE SHALL PREVAIL. IF THERE IS A CONFLICT BETWEEN THE “TOTAL BID FIGURES” AND THE “TOTAL BID IN WORDS”, THE “TOTAL BID IN WORDS” SHALL PREVAIL.

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CITY OF LAGUNA HILLS

PROPOSAL ADDITIVE BID SHEETS
FOR

CABOT PARK REHABILITATION PROJECT

DEMOLITION/REMOVAL
ADDITIVE BID ITEM:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
AB-1 Demolition and Removal of
Existing Park Lighting 6 EA
SUBTOTAL IN FIGURES:
(DEMOLITION/REMOVAL) $

ELECTRICAL/LIGHTING
ADDITIVE BID ITEMS:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
AB-2 Park Security Lighting 6 EA
AB-3 Misc. Electrical (Conduit, Wiring,
Pull Boxes, Etc.) 1 LS
SUBTOTAL IN FIGURES:
(ELECTICAL/LIGHTING) $

SITE FURNISHINGS
ADDITIVE BID ITEMS:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
AB-4 Additive Bid Play Equipment 1 LS
AB-5 Additive Bid Play Equip. Install. 1 LS
AB-6 Park Monument Signage 1 LS
AB-7 Drinking Fountain 1 EA
SUBTOTAL IN FIGURES:
(SITE FURNISHINGS) $

Page 700 of 1571 ends

1774061.2 P-14 LH 6909-01/2023
TOTAL ADDITIVE BID IN FIGURES (DEMOLITION/REMOVAL + ELECTRICAL/LIGHTING + SITE FURNISHINGS):
$ __________________________
TOTAL ADDITIVE BID IN WORDS DEMOLITION/REMOVAL + ELECTRICAL/LIGHTING + SITE FURNISHINGS):

DOLLARS
AND CENTS.

NOTE: THE ESTIMATED QUANTITIES SHOWN HEREIN ARE APPROXIMATE AND ARE TO BE USED ONLY AS COMPARISON OF BIDS. AWARD SHALL BE ON THE BASIS OF BASE BID ONLY.

PAYMENT FOR QUANTITIES WILL BE MADE FOR ACTUAL MATERIALS USED ON THE JOB.

THE CITY RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ALL OR ANY ITEM FROM THE CONTRACT. IF THERE

Page 701 of 1571 ends

1774061.2 P-15 LH 6909-01/2023

CITY OF LAGUNA HILLS

PROPOSAL BASE & ADDITIVE BID SHEETS
FOR

CABOT PARK REHABILITATION PROJECT

PROPOSAL
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all forenamed principals this day of , 20 .

BIDDER
Subscribed and sworn to before me BY: __________________________ this day of , 20 (Print Name)
(Signature of Notary Public) (Signature)
(Attach Jurat) TITLE: _______________________
(SEAL)
CITY acknowledges that this proposal was received and opened at the time and in the place specified, and that it was accompanied by the required guarantee in the minimum amount of ten percent (10%) of the total bid.

By:

Title:

Page 702 of 1571 ends

1774061.2 P-16 LH 6909-01/2023
BIDDER'S NAME:

BIDDER’S CERTIFICATION FOR

ACKNOWLEDGEMENT OF COMPLIANCE WITH INSURANCE

REQUIREMENTS FOR PUBLIC WORKS CONSTRUCTION

CITY OF LAGUNA HILLS
BIDDER agrees, acknowledges and is fully aware of the insurance requirements as specified in the INSTRUCTIONS TO BIDDERS FOR CABOT PARK REHABILITATION AND IN THE SPECIAL PROVISIONS FOR CABOT PARK REHABILITATION and accepts all conditions and requirements contained therein.

Bidder
By Date
***** SUBMIT THIS EXECUTED FORM WITH THE BID

Page 703 of 1571 ends

1774061.2 CA-1 LH 6909-01/2023

CITY OF LAGUNA HILLS

CONTRACT AGREEMENT
FOR

CABOT PARK REHABILITATION
THIS CONTRACT AGREEMENT (hereinafter “Agreement” or “Contract” or “Contract Agreement”) is made and entered into for the above stated Project this day of , 20 , BY AND BETWEEN THE CITY OF LAGUNA HILLS, as CITY, and , as CONTRACTOR.

WITNESSETH that CITY and CONTRACTOR have mutually agreed as follows:

ARTICLE I
The contract documents for the aforesaid Project shall consist of the Notice Inviting Sealed Bids, Instructions to Bidders, Proposal Documents, Contract Documents, General Specifications, Standard Specifications, Special Provisions, Plans, and all referenced specifications, details, standard drawings, and all appendices attached hereto, together with this Contract Agreement and all required bonds, insurance coverage, 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 ensure its completion in an acceptable manner (hereinafter collectively the “Contract Documents”). All of the provisions of said Contract Documents are attached hereto and are incorporated by reference herein and made a part of this Contract Agreement as though fully set forth herein.

ARTICLE II
For and in consideration of the payments and agreements to be made and performed by CITY, CONTRACTOR agrees to furnish all materials and perform all work required for the above stated project, and to fulfill all other obligations as set forth in the aforesaid Contract Documents.

ARTICLE III
CONTRACTOR agrees to receive and accept the prices set forth in the Proposal 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 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. Notwithstanding any provisions of this Agreement to the contrary, CITY and CONTRACTOR mutually agree that CITY’s maximum cumulative payment obligation hereunder (including CONTRACTOR’s profit) shall be Dollars ($0.00), which shall include all amounts payable to CONTRACTOR for its subcontracts, leases, materials and costs arising from, or due to termination of, this Agreement.

ARTICLE IV
CITY hereby promises and agrees to employ, and does hereby employ, CONTRACTOR to provide the materials, do the work, and fulfill the obligations according to the terms and conditions

Page 704 of 1571 ends

1774061.2 CA-2 LH 6909-01/2023
herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions set forth in the Contract Documents.

ARTICLE V
CONTRACTOR acknowledges the provisions of the Labor Code requiring every employer to be insured against liability for workers’ compensation, or to undertake self-insurance in accordance with the provisions of that code, and certifies compliance with such provisions.

ARTICLE VI
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.

ARTICLE VII
CONTRACTOR hereby represents and warrants that it will comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U.S.C. Section 1101, et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein. Should CONTRACTOR so employ such unauthorized aliens for the performance of any work and/or services under this Agreement, and should any liability or sanctions be imposed against CITY for such use of unauthorized aliens, CONTRACTOR hereby agrees to reimburse CITY for any and all liabilities, actions, suits, claims, demands, losses, costs, judgments, arbitration awards, settlements, damages, demands, orders, or penalties which arise out of or are related to such employment, together with any and all costs, including attorneys' fees, incurred by CITY.

ARTICLE VIII
To the fullest extent permitted by law, CONTRACTOR shall defend (at CONTRACTOR's sole cost and expense), indemnify, protect, and hold harmless CITY, its elected and appointed officials, officers, employees, agents, and volunteers (collectively the “Indemnified Parties”), from and against any and all liabilities, actions, suits, claims, demands, losses, costs, judgments, arbitration awards, settlements, damages, demands, orders, penalties, and expenses including legal costs and attorney fees (collectively “Claims”), including but not limited to Claims arising from injuries to or death of persons (CONTRACTOR’s employees included), or for damage to property, including property owned by CITY, which Claims arise out of, pertain to, or are related to CONTRACTOR's performance under the Agreement. Under no circumstances shall the insurance requirements and limits set forth in this Agreement be construed to limit CONTRACTOR's indemnification obligation or other liability hereunder. Notwithstanding the foregoing, such obligation to defend, hold harmless, and indemnify the CITY, its elected and appointed officials, officers, employees, agents, and volunteers, shall not apply to such claims or liabilities arising from the sole or active negligence or willful misconduct of CITY.

ARTICLE IX
CONTRACTOR shall be familiar with, observe, and comply at all times during the term of this Agreement with any work rules for contractors as may be established and promulgated by the City Manager, which work rules shall be additional terms and conditions for providing the work and services to the CITY pursuant to this Agreement, as may be updated and/or amended from time to time at the sole discretion of the City Manager. [SIGNATURES ON NEXT PAGE]

Page 705 of 1571 ends

1774061.2 CA-3 LH 6909-01/2023

CONTRACT AGREEMENT
IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed the day and year first written.

CITY: CONTRACTOR:
___________________________________ ___________________________________

DON CASKEY, MAYOR (CORPORATION (NAME - TYPE))

CITY OF LAGUNA HILLS
BY:________________________________
(PRINT)
ATTEST: ___________________________________
(SIGNATURE)
___________________________________ _________________________________

KAREN HAMMAN, INTERIM CITY CLERK (TITLE)

CITY OF LAGUNA HILLS
BY: _______________________________
(PRINT)
___________________________________ ___________________________________

COLIN BURNS, CITY ATTORNEY (SIGNATURE)

CITY OF LAGUNA HILLS
_________________________________
(TITLE)
NOTE: SIGNATURES OF CORPORATE OFFICIALS MUST BE NOTARIZED, ATTACH JURAT.

Page 706 of 1571 ends

1774061.2 CA-4 LH 6909-01/2023
(Page 1 of 2) Bond Amount $
Bond Number

FAITHFUL PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, on , the City of Laguna Hills, California (“City”) awarded a public works contract (the “Contract”), delineated as Contract No. , for the , as
specified in the Contract , to , a
hereby designated as the “Principal”,
which Contract is attached hereto, and which Contract and all documents incporated thereinby reference are expressly incorporated into this bond by reference.

AND WHEREAS, the Principal is required under the terms of the Contract to furnish a bond for the faithful performance of the Contract.

NOW, THEREFORE, we, the Principal, and (the
“Surety”), an admitted surety insurer in the State of California, are held firmly bound unto the City of Laguna Hills in the sum of and /100
DOLLARS ($ ), lawful money of the United States of America, for the payment of which sum, well and truly be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT:

1. If the Principal, its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly do and perform all of the covenants and obligations of the Contract, including the provisions for liquidated damages in said Contract, and including any and all amendments, supplements, and alterations made to the Contract as provided therein, on the Principal’s part to be done and performed at the times and in the manner specified in the Contract, and shall indemnify and save harmless the City, its officers and agents as specified in the Contract, then this obligation shall be null and void, otherwise it shall be and remain in full force and effect;

2. In the event the Principal fails to fully perform all requirements in accordance with the terms and conditions of the Contract, then the Surety shall enforce performance by the Principal or shall pay the City for the same in an amount not exceeding the amount specified in this bond.3. In the event suit is brought upon this bond by the City and judgment is recovered, as part of the obligation secured hereby and in addition to the face amount specified in this bond, the
(DATE OF AWARD)
(NAME OF PROJECT AND/OR DESCRIPTION OF WORK)
(NAME OF CONTRACTOR)
(NAME OF SURETY)
(CONTRACTOR ENTITY TYPE i.e., INC, LLC, ETC)

Page 707 of 1571 ends

1774061.2 CA-5 LH 6909-01/2023

FAITHFUL PERFORMANCE BOND
(PAGE 2 OF 2)
Surety shall pay all costs incurred by the City in such suit, including reasonable attorneys’ fees to be fixed by the court.

4. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations, additions, omissions or other modifications to the terms of the Contract, or in the work to be performed or the material to be furnished under the Contract, or in the specifications or plans, whether or not made pursuant to the terms of the Contract, shall in any manner release either the Principal or Surety or affect the Surety’s obligations on this bond, and it does hereby waive notice of any such changes, extensions, alterations, additions, omissions or other modifications.

IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named on the day of , 20 .

Affix Corporate Seals
Attach Notary Acknowledgments for All Signatures
Attach Power-of-Attorney if Executed by Attorney-in-Fact

Page 708 of 1571 ends

1774061.2 CA-6 LH 6909-01/2023
(PAGE 1 OF 2)

PAYMENT (LABOR AND MATERIAL) BOND
KNOW ALL PERSONS BY THESE PRESENTS:

AND WHEREAS, the Principal is required under the terms of the Contract to give this bond in connection with the execution of the Contract.

NOW, THEREFORE, we, the Principal, and (the
“Surety”), an admitted surety insurer in the State of California, are held firmly bound unto the City of Laguna Hills in the sum of and /100
DOLLARS ($ ), lawful money of the United States of America, for the payment of which sum, well and truly be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT:

1. If the Principal, or its subcontractors, or their respective heirs, executors, administrators, successors or assigns, shall fail to pay (a) any of the persons named in Section 9100 of the California Civil Code, (b) any amounts due under the California Unemployment Insurance Code with respect to work or labor performed under the Contract, or (c) any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Principal and its subcontractors pursuant to Section 13020 of the California Unemployment Insurance Code with respect to such work or labor, then the Surety shall pay for the same, in an aggregate amount not exceeding the sum specified in this bond. In case suit is brought upon this bond, the Surety will pay reasonable attorney’s fees to be fixed by the court.

2. This bond shall inure to the benefit of any of the persons named in Section 9100 of the California Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon this bond.
(DATE OF AWARD)
(NAME OF PROJECT AND/OR DESCRIPTION OF WORK)
(NAME OF CONTRACTOR)
(NAME OF SURETY)
(CONTRACTOR ENTITY TYPE i.e., INC, LLC, ETC)

Page 709 of 1571 ends

1774061.2 CA-7 LH 6909-01/2023

PAYMENT (LABOR AND MATERIAL) BOND
(PAGE 2 OF 2)

3. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations, additions, omissions or other modifications to the terms of the Contract, or in the work to be performed or the material to be furnished under the Contract, or in the specifications or plans, whether or not made pursuant to the terms of the Contract, shall in any manner release either the Principal or Surety or affect the Surety’s obligations on this bond, and it does hereby waive notice of any such changes, extensions, alterations, additions, omissions or other modifications.

IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named on the day of , 20 .

Affix Corporate Seals
Attach Notary Acknowledgments for All Signatures
Attach Power-of-Attorney if Executed by Attorney-in-Fact

Page 710 of 1571 ends

1774061.2 CA-8 LH 6909-01/2023

COMPENSATION INSURANCE CERTIFICATE
Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate and shall submit same to the City prior to performing any work on the contract:
“I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers’ 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 work of this contract.”
Contractor
By:
(PRINT)
(SIGNATURE)
Title
Date
Section 3700 of the Labor Code reads as follows:
"Every employer except the State shall secure the payment of compensation in one or more of the following ways:
"(a) By being insured against liability to pay compensation in one or more insurers duly authorized to write compensation insurance in this state. (b) By securing from the Director of Industrial Relations a certificate of consent to self-insure, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self-insure and to pay any compensation that may become due to his employee."

COMPENSATION INSURANCE CERTIFICATE

TO BE SUBMITTED WITH CONTRACT

Page 711 of 1571 ends

1774061.2 GS-1 LH 6909-01/2023

CITY OF LAGUNA HILLS

GENERAL SPECIFICATIONS
FOR

CABOT PARK REHABILITATION

SCOPE OF WORK
The work to be performed and completed by Contractor consists of play equipment and safety surfacing installation, steel handrail repairs, site furnishing replacement, and minor restroom building repairs and replacements and all other incidental work in this specification document.

LOCATION OF WORK
The Project is located off Cabot Road adjacent to Rapid Falls Road, Laguna Hills, as shown on the plans.

TIME OF COMPLETION
The Contractor shall complete all work in every detail within 60 working days after the date of the Notice to Proceed.

TRAFFIC REQUIREMENTS
The Contractor shall provide delineation in accordance with the latest updated version of the California Manual on Uniform Traffic Control Devices (MUTCD). The Contractor shall schedule the order of his work such that no travel lanes are closed before 8:30 A.M. or after 4:30 P.M. daily.

A minimum of one through travel lane and all turning lanes in all directions shall be maintained during construction between 8:30 A.M. and 4:30 P.M. The same number of travel lanes currently in use (at the time of bid) shall be opened to traffic each and every day between 4:30 P.M. and 8:30 A.M. No work that interferes with public traffic shall be performed after 4:30 P.M. or before 8:30 A.M. No street closures shall be made. The traffic signal and traffic signal detectors shall remain operational during the construction until their replacement is scheduled within 5 days of disruption. Night work shall only be allowed with approved, written approval by the City Engineer, at the contractor’s request, and shall be completed at no additional cost if approved.

Separation between travel lanes shall be accomplished by the use of delineators placed at a maximum of 15' on center. Traffic channelization at intersections shall be accomplished by the use of delineators placed at a maximum of 10' on center.

UTILITY REQUIREMENTS
The Contractor is advised of the existence of the utility notification service provided by UNDERGROUND SERVICE ALERT (USA). USA member utilities will provide the Contractor with the precise locations of their substructures in the construction area when the Contractor gives at least 48 hours notice to the Underground Service Alert by calling 1(800) 422-4133. Contractor shall provide the City with proof of contact with USA upon request.

The Contractor shall notify the following agencies at least 48 hours in advance of excavating around any of their structures. The utility companies listed below can be contacted as indicated.

Page 712 of 1571 ends

1774061.2 GS-2 LH 6909-01/2023
NAME ADDRESS ATTENTION Phone
Number
AT&T 3939 E. Coronado St.

Anaheim, CA 92807
Robert Fleisher 714/618-9129
OCTA 550 S. Main Street
Orange, CA 92613-1584
Kyle Poff 714/560-5816
Southern California
Edison
14155 Bake Parkway
Irvine, CA 92718
Chris Schafer 949/458-4413
El Toro Water District 24251 Los Alisos Blvd.

Lake Forest, CA 92630
Rory Harnsich 949/837-7050
Ext. 251
So Cal Gas Company 1919 South State College
Anaheim, CA 92806
Fernando Rojo 213/231-8050
Gas Company Southern
Region Transmission
P. O. Box 1100
Chatsworth, CA 91313
Rosalyn
Squires
818/701-4546
CR&R P.O. Box 1100
San Juan Capistrano, CA 92693-1100
Angela Rivera 714/902-1781
Saddleback Unified
School District
25631 Diseno Drive
Mission Viejo, CA 92691
Julie Tsang 949/580-3450
Moulton Niguel Water
District
27500 La Paz Road
Laguna Niguel, CA 92677
Steve Merk 949/425-3538
Cox Communications 27121 Towne Centre Drive
Foothill Ranch, CA 92610
Reynaldo
Castro
949/563-8889
San Diego Gas & Electric 662 Camino de los Mares
San Clemente, CA 92673
Erik Weigand 949/577-0005
The California Public Utilities Commission mandates that, in the interest of public safety, main line gas valves be maintained in a manner to be readily accessible and in good operating condition.

The Contractor shall notify the Southern California Gas Company (714) 634-3185 at least 2 working days prior to the start of construction.

The Contractor shall exercise extreme care to protect all existing utilities in place whether shown on the plans or not, and shall assume full responsibility for all damage resulting from his operations. The Contractor shall coordinate with each utility company as to the requirements and methods for protection of their facilities during the construction period, and shall be responsible for preparation and processing of any required plans or permits. The Contractor shall assume full responsibility to maintain uninterrupted service for all utilities.

By submitting a bid, the Contractor acknowledges the above referenced utility work to be done in conjunction with this Project. The Contractor shall schedule his work and conduct his operations so as to permit access and time for the required utility work to be accomplished during the progress of the work.

The Contractor shall coordinate with each utility company as to the extent of required work and the time required to do so. The Contractor shall include this time in his schedule. Payment for the above, if any, shall be deemed as included in the items of work as shown on the proposal bid sheet and no additional compensation will be allowed.

FLOW AND ACCEPTANCE OF WATER

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1774061.2 GS-3 LH 6909-01/2023
It is anticipated that storm, surface or other waters will be encountered at various times and locations during the work herein contemplated. The Contractor, by submitting a bid, acknowledges that he has investigated the risk arising from such waters and has prepared his bid accordingly, and Contractor, by submitting a bid, assumes all of said risk.

REMOVAL OF WATER
The Contractor shall provide and maintain at all times during construction ample means and devices to promptly remove and properly dispose of all water entering the excavations or other parts of the work. No concrete footing or floor shall be laid in water nor shall water be allowed to rise over them until the concrete or mortar has set at least two (2) hours. Water shall not be allowed to rise unequally against any walls for a period of twenty-eight (28) days. Dewatering for the structures and pipelines shall commence when ground water is first encountered, and shall be continuous until such time as water can be allowed to rise in accordance with the above statement. Dewatering shall be accomplished by well points or some other method which will insure a dry hold and preservation of final lines and grade of the bottoms of excavation, all subject to the approval of the City Engineer.

Dewatering methods and disposal of water from dewatering operations shall be the sole responsibility of the Contractor and shall conform to the requirements of the State Regional Water Quality Control Board, the requirements of the National Pollution Discharge Elimination System (NPDES), and the Federal Clean Water Act. Full compensation for dewatering shall be considered as included in the contract prices paid for the related items of work, and no additional compensation will be allowed therefore.

STANDARD SPECIFICATIONS
The Standard Specifications of the City are contained in the 2024 edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, also known as the “Greenbook”, including all supplements, as written and promulgated by the Joint Cooperative Committee of the Southern California Chapter of the American Public Works Association and the Southern California District of the Associated General Contractors of California, which is incorporated herein by this reference. Copies of these Standard Specifications are available from the publisher:

BNi Building News
Division of BNi Publications, Inc.
990 Park Center Drive, Suite E
Vista, California 92801
(760) 734-1113
The Standard Specifications set forth above will control the general provisions for this Contract except as amended by the Plans, General Specifications, Special Provisions, or other Contract Documents.

The section numbers of the following Special Provisions coincide with those of the said Standard Specifications. Only those sections requiring amendment, elaboration, addition, or that are specifying options are stated in the Special Provisions.

In case of conflict between the Standard Specifications and the General Specifications or Special Provisions, the General Specifications and Special Provisions shall take precedence over and be used in lieu of such conflicting portions of the Standard Specifications.

Page 714 of 1571 ends

1774061.2 GS-4 LH 6909-01/2023
References in the Special Provisions to "CALTRANS Standard Specifications" shall mean the latest edition of the Standard Specifications of the State of California, Department of Transportation. Copies of these specifications and standard drawings may be obtained from:

California Department of Transportation
Publications Distribution Unit
1900 Royal Oaks Drive
Sacramento, California 95815-3800
Telephone (916) 263-0822
Fax (916) 263-0470
References in the Special Provisions to Standard Plans shall mean the Standard Plans for Public Works Construction, latest edition (written and promulgated by the Public Works Standards, Inc.), and, where applicable and as determined and selected by the City Engineer, those specific standard plans of the City of Laguna Hills, the County of Orange and/or the State Department of Transportation, latest editions.

Where the Plans or Specifications describe portions of the work in general terms, but not in complete detail, it is understood that the item is to be furnished and installed complete and in place and that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment and incidentals, and do all the work involved in executing the contract.

WAGE RATES AND LABOR CODE REQUIREMENTS
The City has determined that the work on this Project requires work of labor categories which are subject to the State of California Department of Industrial Relations prevailing rates of per diem wages.

Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on “public works” and “maintenance” projects. Contractor agrees to fully comply with all applicable federal and state labor laws (including, without limitation, if applicable, the Prevailing Wage Laws). It is agreed by the parties that, in connection with the work provided pursuant to the Agreement, Contractor shall bear all risks of payment or non-payment of prevailing wages under California law, and Contractor hereby agrees to defend, indemnify, and hold the City, its elected 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. The foregoing indemnity shall survive termination of the Agreement.

Contractor understands and agrees to comply with the following California Labor Code compliance conditions [Labor Code Sections 1720 et seq., 1813, 1860, 1861, 3700]:
a) The Agreement is subject to the provisions of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works and the awarding public agency (“City”) and Contractor agree to be bound by all the provisions thereof as though set forth in full herein.
b) Contractor shall be registered with the Department of Industrial Relations (“DIR”) in accordance with California Labor Code Section 1725.5 and has provided proof of registration to City prior to the effective date of this Agreement.

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1774061.2 GS-5 LH 6909-01/2023
c) Contractor agrees to comply with the provisions of California Labor Code Sections 1771, 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The applicable prevailing wage determination(s) may be obtained at (http://www.dir.ca.qov/OPRUDPreWaqeDetermination.htm), are on file with City, and are available to any interested party upon request. A copy of said rates shall be posted at each job site during the term of this Agreement.
d) Pursuant to California Labor Code Section 1771.4, Contractor’s services are subject to compliance monitoring and enforcement by the Department of Industrial Relations. Contractor shall post job site notices as prescribed by DIR regulations and furnish the records specified in California Labor Code Section 1776 directly to the Labor Commissioner in the manner prescribed by California Labor Code Section 1771.4(a)(3) and (c)(2). e) Eight (8) hours of labor shall constitute a legal day’s work for all workmen employed in the execution of this Agreement, and the Contractor and any subcontractor 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 California Labor Code. Contractor shall comply with the provisions of California Labor Code Section 1813 concerning penalties for workers who work excess hours. Contractor shall, as a penalty to the City, forfeit twenty-five dollars ($25) for each worker employed in the execution of this Agreement by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the California Labor Code. (See, e.g., Cal. Labor Code §1815.)
f) Pursuant to California Labor Code Section 1771.1, Contractor and any subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the California Public Contract Code, or engage in the performance of any contract for public work on a public works project unless registered with the DIR and qualified to perform public work pursuant to California Labor Code Section 1725.2. It is not a violation of California Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by California Business and Professions Code Section 7029.1 or by California Public Contract Code Section 10164 or 20103.5, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. Contractor shall not perform any work under this Agreement with any subcontractor who is ineligible to perform work on the public works project pursuant to Section 1777.1 or 1777.7 of the California Labor Code.

Apprentices
Section 1777.5 requires the Contractor or Subcontractor employing tradesmen in any apprenticeable occupation to apply to an applicable apprenticeship committee that can supply apprentices to the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen to be used in the performance of the Contract.

The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if he employs registered apprentices or journeymen in any apprenticeable trade and if other Contractors on the public works site are making such contributions.

Information relative to apprenticeship standards, contributions, wage schedules and other requirements may be obtained from the State Director of Industrial Relations or from the Division of Apprenticeship Standards.

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1774061.2 GS-6 LH 6909-01/2023

RESOLUTION OF CONSTRUCTION CLAIMS
California Public Contract Code (PCC) section 9204 as adopted by Assembly Bill 626 prescribes a process to present, confer, and mediate all construction claims relating to the City’s public works project.
“Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or another public improvement of any kind. “Claim” means a separate demand by the Contractor sent by registered mail or certified mail with return receipt requested for (A) a time extension, including, without limitation for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project (B) payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled, or the amount the payment of which is disputed by the local agency. (PCC 9204(c)(1)) For any claim subject to this article, PCC section 9204 requires the following:
a) The claim shall be submitted by the Contractor in writing, sent by registered mail or certified mail with return receipt requested and must include the documents necessary to substantiate the claim. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims. However, upon receipt of a claim, the City, and the Contractor may, by mutual agreement, extend the time period provided by statute.
b) For claims of all amounts, the City shall respond within 45 days of receipt of the claim, and provide the claimant a written statement identifying which portion of the claim is disputed and which portion of the claim is undisputed. If the City requires approval from the City Council, and the City Council does not meet within the 45-day period to respond, the City shall have up to three days to issue its response following the City Council meeting. c) For all portions of a claim determined to be undisputed, the City must process payment to the claimant within 60 days of issuing the City’s written determination. d) If the claimant disputes the City’s response, or if the City fails to respond within the time limits provided, the claimant may demand an informal conference to meet and confer for settlement of the issues in dispute. The demand must be sent in writing by registered or certified mail, return receipt requested. Upon receipt of a demand, the City must schedule a meet and confer conference within 30 days for settlement of the disputed claim. e) Within 10 business days following the conclusion of the meet and confer conference, if any portion of the claim remains in dispute, the City shall provide the claimant an addition written statement identifying the portion of the claim that is undisputed and the portion that remains in dispute.
f) For all portions of a claim determined to be undisputed, the City must process payment to the claimant within 60 days of issuing the City’s written determination. g) Any remaining undisputed portion of the claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation in which the parties share the cost evenly. The City and the claimant shall mutually agree on a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree, each party shall select a mediator and those mediators shall jointly select a qualified, neutral third party to mediate the remaining undisputed claim. Each party shall bear the respective costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is

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unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside of PCC section 9204.

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

PCC Section 9204 does not preclude the City from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program if mediation under this section does not resolve the parties’ dispute.

Should the City fail to respond to a claim, or fail to issue written statements as required, the Contractor’s claim is deemed denied. A claim denied by reason of the City’s failure to respond shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant.

Amounts not paid in a timely manner as required by PCC 9204 shall bear interest at seven percent per annum.

NOTICE OF THIRD-PARTY CLAIMS
In accordance with PCC Section 9201, the City will provide timely notification to Contractor of the receipt of any third-party claim relating to the Agreement. The Contractor agrees to reimburse the City for its reasonable costs incurred in providing such notice.

CLAYTON ACT AND CARTWRIGHT ACT
In accordance with Section 7103.5 of the Public Contract Code, in entering into a public works contract or a subcontract to supply goods, services or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, and interest in and all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 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 public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the parties.

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CITY OF LAGUNA HILLS

SPECIAL PROVISIONS
FOR

CABOT PARK REHABILITATION
PART 1 - GENERAL PROVISIONS
SECTION 1 - TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOLS. 1-2 DEFINITIONS.

City City of Laguna Hills
Board City Council
Caltrans California Department of Transportation
County County of Orange
Engineer City Engineer
Federal United States of America
State State of California
Contractor Contractor, its workers, employees and agents Project CABOT PARK REHABILITATION
1-3 ABBREVIATIONS.
1-3.2 Common Usage. [Add the following to this section]:

MUTCD Manual of Uniform Traffic Control Devices, including the California Supplement
OCPW Orange County Public Works Department
SPPWC Standard Plans for Public Works Construction
SSPWC Standard Specifications for Public Works Construction FHWA Federal Highway Administration
HUD Housing and Urban Development
1-7 AWARD AND EXECUTION OF CONTRACT.

Within three (3) days of bid opening contractor must submit:
• If a bid bond is submitted with a 10% of Bid designation for the amount as noted in the City Approved Bid Bond form, a revised Bid Bond with numerical dollar values, both in words and with digits, shall be submitted to the City within three (3) days of bid opening.

Within five (5) working days after the date of the Notice of Apparent Low Bidder, the Contractor shall execute and return the following documents to the City:
• All Insurance Requirements set forth herein
• Two (2) Original Signed Contract Agreements
Within ten (10) working days after the date of the Notice of Award, the Contractor shall execute and return the following documents to the City:

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• Faithful Performance Bond
• Material and Labor Bond
• Construction Schedule
• Traffic Control Plan
• Water Pollution Control Plan
• Form W-9
• Encroachment Permit Application
• Construction Materials Submittals

FAILURE TO COMPLY WITH ALL OF THE ABOVE WILL RESULT IN ANNULMENT OF THE

AWARD AND FORFEITURE OF THE PROPOSAL GUARANTEE AT THE SOLE DISCRETION OF City.

The Contract Agreement shall not be considered binding upon the City until executed by the authorized City officials. A corporation to which an award is made may be required, before the Contract Agreement is executed by the City, to furnish evidence of its corporate existence, of its right to enter into contracts in the State of California, and that the officers signing the Contract and bonds for the corporation have the authority to do so. 1-7.2 Contract Bonds. [Replace section with the following]:

Both the Faithful Performance Bond and the Material and Labor Bond shall each be for not less than one hundred percent (100%) of the total Contract amount. The Material and Labor Bond shall remain in force until thirty-five (35) days after the date of recordation of the Notice of Completion. The Faithful Performance Bond will be held for one year after the date of recordation of the Notice of Completion.

Prior to the acceptance of any bond, the City shall verify that the surety is an admitted surety in the State of California. If requested by the City, the Contractor shall provide other information specified in the Code of Civil Procedure Section 995.660 to enable the City to verify the sufficiency of the bond.

Should any bond become insufficient, the Contractor shall correct the insufficiency within ten (10) calendar days after receiving notice from the City. The Contractor shall provide the City with evidence of the correction within ten (10) calendar days of said correction. Should any surety at any time be unsatisfactory to the City, written notice will be given to the Contractor to that effect.

No further payments shall be deemed due or will be payable under the Contract until Contractor submits an acceptable bond from a surety accepted by the City. Changes to the work or extensions of time made pursuant to the Contract Agreement shall in no way release the Contractor or the surety from its obligations. Notice of such changes or extensions shall be waived by the surety.

SECTION 2 – SCOPE OF WORK.
2-1.1 PLANS AND SPECIFICATIONS [Add the following to this section]:

The Contractor shall maintain a control set of Plans and Specifications on the Project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show the as-constructed conditions.

Upon completion of all work, the Contractor shall return the control set to the Engineer. Final payment will not be made until this requirement has been met. 2-2 PERMITS. [Add the following to this section]:

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Prior to the start of any work, the Contractor shall take out the applicable City and State permits and make arrangements for City and State inspections. Requests for inspections shall be made to the City at least 24 hours in advance of need. The Contractor and all subcontractors shall each obtain any and all other permits, licenses, inspections, certificates, or authorizations required by any governing body or public utility. Payment for this work shall be included in the bid items of work and no additional compensation will be allowed. The City will waive the usual City encroachment permit fees.

Further, Contractor shall ensure that its employees, agents, contractors, and subcontractors conduct themselves in compliance with such laws and licensure requirements including, without limitation, compliance with laws applicable to nondiscrimination, sexual harassment, and ethical behavior throughout the duration of the Contract. Contractor shall not retain or employ an unlicensed subcontractor to perform work pursuant to this Contract. Contractor shall notify the City immediately and in writing of its employees’, agents’, contractors’ or subcontractors’ inability to obtain or maintain, irrespective of the pendency of any appeal, any such licenses, permits, approvals, certificate, waivers, and exemptions that may be required. Such inability shall be cause for termination of this Contract
2-3 RIGHT-OF-WAY. [Add the following to this section]:

The City will acquire all rights of way, easements and rights of entry as required for this Project.

The Contractor shall verify that the acquisition(s) is completed prior to beginning any work outside of the public right of way. All cost for re-mobilization, downtime, etc. due to delays in obtaining the required rights of way, easements and rights of entry shall be included in all other items of work and no additional compensation will be allowed. In the event the required easements have not yet been acquired by the City, the Contractor shall conduct its operation so as to confine its work to the limits of the existing right-of-way.
2-4 COOPERATION AND COLLATERAL WORK. [Add the following]:

The Contractor is advised as to the possibility of other construction projects within the proposed construction zone by the City of Laguna Hills, other governing agencies or private enterprises. In the event of such projects, the Contractor shall coordinate with the applicable parties as to the extent of any time required to complete their work and shall schedule his work and conduct his operations so as to permit access and time as required for the concurrent work. The Contractor shall immediately notify the Engineer in the event of a delay in scheduling caused solely by this concurrent work. Payment for the above, if any, shall be deemed as included in various items of work, including any delay impacts, as shown on the proposal bid sheet and no additional compensation will be allowed.
2-8 EXTRA WORK.
2-8.2 Payment.
2-8.3 Markup.
(a) Work by Contractor. [Add the following to this section]: The following percentages shall be the maximum added to the Contractor's costs and shall constitute the markup for all overhead and profits:
1) Labor 20%
2) Materials 15%

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3) Equipment Rental 15%
4) Other Items and Expenditures 15%
To the sum of the costs and markups provided for in this subsection, 1 percent shall be added as compensation for bonding.
(b) Work by Subcontractor. [Add the following to this section]: When all or any part of the extra work is performed by a Subcontractor, the markup established in 3-3.2.3(a) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of five (5) percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

The markups mentioned hereinafter shall include, but are not limited to, all costs for the services of superintendents, project managers, timekeepers and other personnel not working directly on the change order and pickup or yard trucks used by the above personnel. These costs shall be reported as labor or equipment elsewhere except when actually performing work directly on the change order and then shall only be reported at the labor classification of the work performed.

The costs of rental equipment shall not exceed the equipment rental rates in the surcharge and Equipment Rental Rates, as published by the State of California Business, Transportation, and Housing Agency and the California Department of Transportation, Division of Construction for the current fiscal year.
2-10 DISPUTED WORK. [Add the following to this section]:

If the Contractor and the City are unable to reach an agreement on disputed work, the City may direct the Contractor to proceed as directed. The City shall have the option, at its own discretion, to pay for said work through unilateral change order executed by the City after conducting its own analysis of the reasonable costs thereof. Although not to be construed as proceeding under extra work provisions in Section 3-3, the Contractor shall keep and furnish records of disputed work in accordance with Section 3-3.

In any case where the Contractor believes extra compensation is due the Contractor for work or materials not clearly covered in the Contract, or not ordered by the City as “extra work”, the Contractor shall notify the City in writing of the Contractor's intention to make claim for such extra compensation before the Contractor begins the work on which Contractor bases the claim. If such notification is not given, or the City is not afforded proper supporting documentation by the Contractor for keeping strict account of actual cost, then the Contractor shall be deemed to have waived the claims for such extra compensation. Such notice by the Contractor, and the fact that the City has kept account of the cost as aforesaid, shall not in any way be construed as proving the validity of the claim. The validity of the claim must be determined by the City. If the City determines that the claim is well founded, it shall be allowed and paid for as “extra work”; if the City determines that the claim is not well founded, it shall be disallowed and not paid.

SECTION 3 – CONTROL OF THE WORK.
3-10 SURVEYING.
3-10.3 Survey Services. [Add sub-section]:

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The Contractor will provide the initial surveying and the initial construction staking, if required for the construction of this Project. The cost of any additional surveying and/or construction staking primarily for the convenience of the Contractor and for replacement of stakes lost for any reason will be the responsibility of the Contractor. The Contractor shall make all requests in writing for construction stakes at least 48 hours in advance of the day required.

The Contractor shall be responsible for the finished work's conforming to the lines, grades and benchmarks given by the Engineer. The Contractor shall establish supplementary benchmarks, elevations, lines and grades and any other necessary controls which are not established by the Engineer and which are necessary to complete the work. Compensation for above work by the Contractor shall be included within the various items of work and no additional compensation will be allowed.

SECTION 4 - CONTROL OF MATERIALS
4-3 INSPECTIONS.
4-3.1 General. [Add the following to this section]:

The City will pay for inspection and materials testing. The Contractor shall pay for retests and reinspections due to failure to meet Specifications. If the Contractor elects to work under this Contract more than 8 hours/day or more than 40 hours/week, Saturday, Sunday, or City holidays, it shall arrange with the Engineer for the required inspection service and pay the Special Inspection Fees as provided by the Material Inspector and City Engineer. When Special Inspection is required, the Contractor shall notify the City and pay inspection fees 24 hours in advance. A 24 hour advance notice will be given during working hours, exclusive of Saturday, Sunday or City holidays for the purpose of permitting the Engineer to make necessary assignments of his representatives. If the Contractor is directed by the City to work under this Contract more than 8 hours/day or more than 40 hours/week, the Special Inspection Fee requirements will be waived.

SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES
5-1 LAWS AND REGULATIONS. [Add the following to this section]:

The Contractor, and all subcontractors, suppliers and vendors, shall comply with all City, State, and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of periodic progress payments.

The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers.
5-3 LABOR.
5-3.3 Payroll Records. [Add the following to this section]:

Contractor shall comply with the provisions of California Labor Code Section 1776 which, among other things, require Contractor and each subcontractor to (1) keep accurate payroll records, (2) certify and make such payroll records available for inspection as provided by Section 1776, and (3) inform the City of the location of the records. The Contractor is responsible for compliance with Section 1776 by itself and all of its subcontractors. Verified payroll records shall be submitted

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to the City by the tenth day of each month. Progress payments will be withheld pending receipt of any outstanding reports.
5-4 INSURANCE.
5-4.5 Compliance with Insurance Requirements. [Add the following to this section]:

Contractor shall obtain, maintain, and keep in full force and effect during the term of this Agreement, at its sole cost and expense, and in a form and content satisfactory to City, all insurance required under this section. Contractor shall not commence any work or services under this Agreement unless and until it has provided evidence satisfactory to City that it has secured all insurance required under this section. If Contractor’s existing insurance policies do not meet the insurance requirements set forth herein, Contractor agrees to amend, supplement or endorse the policies to do so.
5-4.5.1 Types of Insurance Required. [Add the following to this section]:

As a condition precedent to the effectiveness of this Agreement, and without limiting the indemnity provisions set forth in this Agreement, Contractor shall obtain and maintain in full force and effect during the term of this Agreement, including any extension thereof, the following policies of insurance:

A. Commercial General Liability Insurance. Contractor shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of Commercial General Liability Insurance (Insurance Services Office form CG 00 01) written on an occurrence basis with limits of at least two million dollars ($2,000,000.00) per occurrence, four million dollars ($4,000,000.00) in the general aggregate, and four million dollars ($4,000,000.00) for completed operations aggregate. Defense costs shall be paid in addition to the limits. The policy shall contain no endorsements or provisions limiting coverage for (1) contractual liability; (2) cross liability exclusion for claims or suits by one insured against another; or (3) contain any other exclusion contrary to the Agreement.

B. Automobile Liability Insurance. Contractor shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of Automobile Liability Insurance (Insurance Services Office form CA 001) written on a per occurrence basis with limits of at least one million dollars ($1,000,000.00) combined limit for each occurrence covering bodily injury and property damage. The policy shall specifically include coverage for owned, non-owned, leased, and hired automobiles.

C. Workers’ Compensation Insurance. Contractor shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of Workers’ Compensation Insurance in at least the minimum statutory amounts, and in compliance with all other statutory requirements, as required by the State of California. Contractor agrees to waive and obtain endorsements from its workers’ compensation insurer waiving all subrogation rights under its workers’ compensation insurance policy against the City, its officials, officers, employees, agents and volunteers, and to require each of its subcontractors, if any, to do likewise under their workers’ compensation insurance policies. Contractor shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of Employer’s Liability Insurance written on a per occurrence basis with limits of at least one million dollars ($1,000,000.00) per accident for bodily injury or disease.
5-4.5.2 Acceptability of Insurers. [Add the following to this section]:

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Insurance required by this section shall be issued by a licensed company authorized to transact business in the state by the Department of Insurance for the State of California with a current rating of A-:VII or better (if an admitted carrier), or a current rating of A:X or better (if offered by a non-admitted insurer listed on the State of California List of Approved Surplus Line Insurers (LASLI), by the latest edition of A.M. Best’s Key Rating Guide, except that the City will accept workers’ compensation insurance from the State Compensation Fund. In the event the City determines that the work or services to be performed under this Agreement creates an increased or decreased risk of loss to the City, the Contractor agrees that the minimum limits of the insurance policies may be changed accordingly upon receipt of written notice from the City.

Contractor shall immediately substitute any insurer whose A.M. Best rating drops below the levels specified herein.
5-4.5.3 Insurance Endorsements. [Add the following to this section]:

Required insurance policies shall not be in compliance if they include any limiting provision or endorsement that has not been submitted to the City for written approval. Required insurance policies shall contain the following provisions, or Contractor shall provide endorsements on forms approved by the City to add the following provisions to the insurance policies:

A. The policy or policies of insurance required by this section for Commercial General Liability and Automobile Liability Insurance shall be endorsed to provide the following:
(1) Additional Insured: The City, its officials, officers, employees, agents and volunteers, shall be additional insureds with regard to liability and defense of suits or claims arising out of the performance of the Agreement; and
(2) Additional Insured Endorsements: Additional insured endorsements shall not (1) be restricted to “ongoing operations”, (2) exclude “contractual liability”, (3) restrict coverage to “sole” liability of Contractor, or (4) contain any other exclusions contrary to the Agreement; and, the coverage shall contain no special limitations on the scope of protection afforded to additional insureds.
(3) Notice: The policy or policies of insurance required by this section for Commercial General Liability and Automobile Liability Insurance shall be endorsed to state that coverage shall not be suspended, voided, cancelled, or modified, or reduced in coverage or in limits, except after thirty (30) days prior written notice by First Class U.S. Mail, postage-prepaid, has been provided to the City. Notwithstanding the foregoing, if coverage is to be suspended, voided, or cancelled because of Contractor’s failure to pay the insurance premium, the notice provided to City shall be by ten (10) days prior written notice.

B. For all policies of Commercial General Liability Insurance, Contractor shall provide endorsements for completed operations to effectuate this requirement. 5-4.5.4 Deductibles and Self-Insured Retentions.

Any deductible or self-insured retention must be approved in writing by the City in advance and shall protect the City, its officials, officers, employees, agents and volunteers, in the same manner and to the same extent as they would have been protected had the policy or policies not contained a deductible or self-insured retention.
5-4.5.6 Primary and Non-Contributing Insurance.

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All policies of Commercial General Liability Insurance and Automobile Liability Insurance shall be primary and any other insurance, deductible, or self-insurance maintained by the City, its officials, officers, employees, agents or volunteers, shall not contribute with this primary insurance. Policies shall contain or be endorsed to contain such provisions. 5-4.5.7 Waiver of Subrogation.

All policies of Commercial General Liability and Automobile Liability Insurance shall contain or be endorsed to waive subrogation against the City, its officials, officers, employees, agents and volunteers, or shall specifically allow Contractor or others providing insurance evidence in compliance with the requirements set forth in this section to waive their right to recovery prior to a loss. Contractor hereby agrees to waive its own right of recovery against the City, its officials, officers, employees, agents and volunteers, and Contractor hereby agrees to require similar written express waivers and insurance clauses from each of its subcontractors. 5-4.5.8Evidence of Coverage.

Concurrently with the execution of the Agreement, Contractor shall deliver certificates of insurance together with original endorsements affecting each of the insurance policies required by this section. Required insurance policies shall not be in compliance if they include any limiting provision or endorsement that has not been submitted to the City for written approval. The certificates of insurance and original endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. At least fifteen (15) days prior to the expiration of any such policy, evidence of insurance showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled or reduced and not replaced immediately so as to avoid a lapse in the required coverage, Contractor shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the City evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies. Contractor shall promptly furnish, at City’s request, copies of actual policies including all declaration pages, endorsements, exclusions and any other policy documents City requires to verify coverage. 5-4.5.9 Requirements Not Limiting.

Requirement of specific coverage or minimum limits contained in this section are not intended as a limitation on coverage, limits, or other requirements, or a waiver of any coverage normally provided by any insurance. Nothing in this section shall be construed as limiting in any way the indemnification provision contained in this Agreement, or the extent to which Contractor may be held responsible for payments of damages to persons or property. 5-4.5.10 Enforcement of Agreement (Non-Estoppel).

Contractor acknowledges and agrees that actual or alleged failure on the part of the City to inform Contractor of any non-compliance with any of the insurance requirements set forth in this section imposes no additional obligation on the City nor does it waive any rights hereunder.

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5-4.5.11 Insurance for Subcontractors.

Contractor shall either: (1) include all subcontractors engaged in any work or services for Contractor relating to this Agreement as additional named insureds under the Contractor’s insurance policies; or (2) Contractor shall be responsible for causing its subcontractors to procure and maintain the appropriate insurance in compliance with the terms of the insurance requirements set forth in this section, including adding the City, its officials, officers, employees, agents and volunteers, as additional insureds to their respective policies. All policies of Commercial General Liability Insurance provided by Contractor’s subcontractors performing any work or services related to this Agreement shall be endorsed to name the City, its officials, officers, employees, agents and volunteers, as additional insureds. Contractor shall not allow any subcontractor to commence any work or services relating to this Agreement unless and until it has provided evidence satisfactory to City that the subcontractor has secured all insurance required under this section.
5-4.5.12 Other Insurance Requirements.

The following terms and conditions shall apply to the insurance policies required of Contractor pursuant to this Agreement:

A. Contractor shall provide immediate written notice to City if (1) any of the insurance policies required herein are terminated, cancelled or suspended, (2) the limits of any of the insurance coverages required herein are reduced, or (3) the deductible or self-insured retention is increased.

B. All insurance coverage and limits provided by Contractor and available or applicable to this Agreement are intended to apply to each insured, including additional insureds, against whom a claim is made or suit is brought to the full extent of the policies. Nothing contained in this Agreement or any other agreement relating to the City or its operations shall limit the application of such insurance coverage.

C. None of the insurance coverages required herein will be in compliance with the requirements of this section if they include any limiting endorsement which substantially impairs the coverages set forth herein (e.g., elimination of contractual liability or reduction of discovery period), unless the endorsement has first been submitted to the City and approved in writing.

D. Certificates of insurance will not be accepted in lieu of required endorsements, and submittal of certificates without required endorsements may delay commencement of the Project.

It is Contractor’s obligation to ensure timely compliance with all insurance submittal requirements as provided herein.

E. Contractor agrees to ensure that subcontractors, if any, and any other parties involved with the Project who are brought onto or involved in the Project by Contractor, provide the same minimum insurance coverage required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Contractor agrees that upon request, all agreements with subcontractors and others engaged in the Project will be submitted to the City for review.

F. Contractor agrees to provide immediate written notice to City of any claim, demand or loss against Contractor arising out of the work or services performed under this Agreement and for any other claim, demand or loss which may reduce the insurance available to pay claims, demands or losses arising out of this Agreement.

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5-4.5.13 Contractor's Liability; City Not Liable; Claims Resolution A. Contractor’s liability. The Contractor shall be responsible for any loss or damage that may occur to:
• The work or any part thereof;
• Any of the materials or other things used or employed in performing the work; • Any injury to any person or persons, either workers or the public; • Any damage to property resulting from any cause which might have been prevented by the Contractor, including defects or obstructions at any time before completion of the work and its final acceptance.

B. City ordered precautions. If, in the opinion of the City Engineer, the precautions taken by Contractor are not safe or adequate at any time during the term of the Contract, the City Engineer may order the Contractor to take further precautions, and if the Contactor shall fail to do so, the City Engineer may order the work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any moneys due or becoming due the Contractor. Failure of the City Engineer to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety.

C. City not liable. The City shall not be answerable or accountable in any manner, for any loss or damage that may occur to any of the following from any cause which might have been prevented by the Contractor:
• The work or any part thereof;
• Any of the materials or other things used or employed in performing the work; • Any injury to any person or persons, either workers or the public; • Any damage to property.

D. Claims Resolution. From time to time during the period of this contract, the City and/or the Contractor may be served with third-party claims, as a result of alleged conduct by Contractor. The following procedures shall be followed by City and Contractor:

For claims received by Contractor:
(1) Contractor shall provide City on a monthly basis details regarding any claim for damages to persons or property, including, date claim made, date of alleged damages, type of damages, alleged cause of damages and, as claims are resolved, details regarding Contractor’s denial or payment of such claim and the reasons for denial or payment. (2) Contractor shall resolve or deny any claim received within thirty (30) days of receipt. If Contractor is unable to resolve a claim within the thirty (30) days set forth above, it shall, prior to the expiration of the thirty (30) days request and extension in writing from the City.

For claims received by City:
(1) City shall process any claims received pursuant to Chapter 3-12 (Claims Against the City) of the Laguna Hills Municipal Code.

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(2) If after investigation of the claim, the City determines the Contractor is liable under this Contract, City shall tender the claim to the Contractor for proper handling and resolution.

E. Retention of Claimed Damages by City. The City may retain so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the City until disposition has been made of such suits or claims for damages aforesaid. 5-7 SAFETY.
5-7.1.3 Traffic and Access. [Add the following to section]:

When entering or leaving roadways carrying public traffic, the Contractor's equipment, whether empty or loaded, shall in all cases yield to public traffic.

The Contractor shall notify in writing all affected property owners of the proposed construction schedule a minimum of forty-eight (48) hours, but not more than seventy-two (72) hours, in advance of any limitation or closure of access to their property. Form of said notice shall be as approved by the Engineer and shall contain the date and time of the closure. In the event of delay, whether beyond the control of the Contractor or not, the Contractor shall notify all affected property owners as to the extent of the delay and his revised schedule. In the event of delay over 72 hours, the Contractor shall re-notify the property owners as described above. Payment for notification and coordination as per Section 7-10 as modified herein shall be included in the compensation paid for the various items of work and no additional compensation will be allowed. The "Notices" will be furnished by the Contractor.

Pedestrian access shall be maintained at all times during construction and shall be in accordance with the Americans With Disabilities Act.

5.7.2 Safety Orders

5.7.2.1 General. [Add the following to this section]:

The Contractor shall comply with the provisions of any City ordinances or regulations regarding requirements for the protection of excavations and the nature of such protection.

In accordance with Section 6500 of the Labor Code, the Contractor is required to obtain a permit from the Division of Industrial Safety for any trench or excavation which if five feet or more in depth and into which a person is required to descent.

In accordance with Section 6705 of the Labor Code, prior to any excavation involving an expenditure in excess of twenty-five thousand dollars ($25,000) for the excavation of any trench or trenches five (5) feet or more in depth, Contractor shall submit to Engineer a written detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches.

Prior to beginning of excavations requiring shoring, the Contractor shall designate in writing to the Engineer someone whose responsibility it is to supervise the Project safety measures and someone whose responsibility it is to supervise the installation and removal of sheeting, shoring and bracing.

In addition to shoring the excavations in accordance with the minimum requirements of Industrial Safety Orders, it shall be the Contractor's responsibility to provide any and all additional shoring

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required to support the sides of the excavation against the effects of load which may exceed those desired by using the criteria set forth in the Industrial Safety Orders. The Contractor shall be solely responsible for any damages which may result from his failure to provide adequate shoring of the excavation under any and all of the conditions of loading which may exist or which may arise during construction of the Project.

In accordance with Section 7104 of the Public Contract Code, any public works contract which involves excavations that extend deeper than four feet below the surface shall provide as follows:
(a) That the Contractor shall promptly, and before the following conditions are disturbed, notify the City, in writing, of any:
(1) Material that the Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, which is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law. (2) Subsurface or latent physical conditions at the site differing from those indicated by information about the site made available to bidders prior to the deadline for submitting bids.
(3) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally as inherent in work of the character provided for in the contract.
(b) The local public entity shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the Contractor's cost of, or the time required for, performance of any part of the work shall issue a change order under the procedures described in the contract. (c) That, in the event that a dispute arises between City and the Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor's cost of, or time required for, performance of any part of the work, the Contractor shall not be excused from any scheduled completion date provided for by the contract, but shall proceed with all work to be performed under the contract. The Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties.
5-7.2.2.1 Storage of Equipment and Materials in Public Streets. [Add the following section]:

The Contractor is required to, at his own expense, maintain and operate a work and storage area outside of the public right-of-way. In such case the Contractor shall submit to City written authorization from the owners of the subject property prior to occupation. Occupation of site without written authorization shall be grounds for immediate suspension of work. Location of site to be approved by City. Condition and operation of yard shall conform to these specifications. The Contractor shall assume full responsibility for all damage to the site resulting from his operations and shall repair and/or replace same, at his own expense, to the satisfaction of the owner of the subject property. The Contractor shall vacate site and return it to pre-Project condition within five (5) working days following application for Notice of Completion. The Contractor shall obtain a written release from the property owner accepting the condition of the vacated site and releasing the Contractor from any further clean-up or restoration work and shall submit a copy of such release to City. The Notice of Completion will not be issued until said release is submitted. 5-7.2.2.2 Street Closures, Detours, Barricades. [Add the following section]:

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The Contractor shall perform lane closures and all traffic control operations in accordance with the applicable details in the California MUTCD, latest edition. No work shall be performed until the required lane closure traffic control has been installed and approved by the City. If the City does not feel that the Contractor is properly and safely implementing the MUTCD details, then work shall be stopped until such time as the Contractor can successfully remedy the deficiencies.

Portable delineators (traffic cones are not allowed), which conform to the California MUTCD, latest edition, shall be spaced as necessary for proper delineation of the travel way. The spacing between delineators shall not exceed 25 feet. The minimum lane transitions shall be a 50 to 1 taper. Double base delineators will be required.

The Contractor shall schedule the order of his work such that no travel lanes are closed before 8:30 A.M. or after 4:30 P.M. daily. A minimum of one through travel lane and all turning lanes in all directions with flaggers will be required at all times. The same number of travel lanes currently in use shall be opened to traffic during non-working hours. No street closures shall be made unless indicated on the approved traffic control plans. The traffic signal and traffic signal detectors shall remain operational continuously during the construction, and traffic loops that require replacement shall be disrupted no more than 5 calendar days before their replacement.

No weekend work (day or night) will be allowed, unless otherwise specified on the Plans or as approved by the City.

The Contractor shall provide, at his expense, advanced warning signs advising the public of the impending major construction project and his proposed schedule. Said signs shall be posted at all major approaches to the construction zones a minimum of one week prior to the start of construction.

The Contractor shall designate at least one worker solely for the provision and maintenance of traffic control.

The Contractor shall be responsible for providing temporary access to all intersecting streets and driveways throughout the workday and at the end of each workday. A minimum of one access point shall be maintained for each commercial business during their normal business hours.

Pedestrian access shall be maintained at all times and temporary and permanent pedestrian access shall be in accordance with the Americans with Disabilities Act.

The Contractor shall provide and maintain all other signs, barricades, pedestals, flashers, delineators and other necessary facilities for the protection of the public within the limits of the construction area and shall be maintained in a new or like new condition, free of damage and graffiti.

If the traffic delineators are damaged, displaced or not in an upright position, from any cause, said delineators shall immediately be replaced or restored to their original location, in an upright position, by the Contractor.

The Contractor shall furnish competent flagmen to give adequate warning to traffic or to the public of any dangerous conditions to be encountered. Flagmen, while on duty and assigned to give warnings to the public that the highway is under construction and of any dangerous conditions to be encountered as a result thereof, shall perform their duties and shall be provided with the necessary equipment in accordance with the California MUTCD. The equipment shall be furnished and kept clean and in good repair by the Contractor, at Contractor’s expense.

Should the Contractor appear to be neglectful or negligent in furnishing warning and protective measures as provided, the Engineer may direct attention to the existence of a hazard and the

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necessary warning and protective measures shall be furnished and installed by the Contractor at its own expense. Should the Engineer point out the inadequacy of warning and protective measures, such action on the part of the Engineer shall not relieve the Contractor from responsibility for public safety or abrogate his obligation to furnish and pay for these devices.

Where on-street parking is not allowed, the Contractor shall be required to post "Temporary No Parking" signs 48 hours prior to start of work. The Contractor will furnish the notification to property owners as mentioned in Section 7-10.1 and the “Temporary No Parking” signs.

No construction activities will be allowed on streets that are receiving trash pick-up services on the same day. A copy of the CR&R Waste Collection Map is available on the City’s website. The Contractor shall coordinate with the trash hauler in preparing the construction schedule. The Contractor shall provide a map showing the schedule of the work, which should coordinate with the trash and mail schedule, to the City at the preconstruction meeting.

Contractor shall notify the following entities at least forty-eight (48) hours in advance of any street closure or restriction to access.

1. Fire Department: Orange County Fire Authority, (714) 573-6000

2. Police Department: Orange County Sheriff’s Department, (714) 647-7000

3. School Districts: Saddleback Valley Unified: (949) 586-1234, Capistrano Unified: (949) 489-7000

4. Trash Collection: CR&R, (877) 728-0446

5. Street Sweeping: Sweeping Corp of America, (949) 413-0165

6. Transit Operations: Orange County Transportation Authority (OCTA), (714) 560-6282

7. Fire Department: Station 22, (949) 770-6016

8. Mail Service: US Postal Service
The City Engineer may add additional entities to this list at his discretion.

All existing stop signs, street name signs and regulatory signs shall be maintained in visible locations during construction. Where construction detours and signing conflict with existing signing, the Contractor shall cover existing signs in a manner approved by the City. The Contractor shall also provide temporary traffic restriping, or reflective white or yellow plastic tabs, at the conclusion of each working day, if not sooner, as directed by the City, for any centerline, painted median or lane line that is obliterated by construction.

The Contractor shall provide temporary delineation as directed/approved. Temporary delineation shall include sandblasting of conflicting markings; installation and removal of temporary centerlines or lane lines, detour signing, barricading; and replacement of traffic lines and markings in their proper locations upon termination of the detour. Conflicting existing and temporary striping, as required for traffic control during construction, shall be removed by the Contractor by using wet nozzle sandblasting methods with immediate clean up of residues.

Blacking-out of the pavement striping will not be allowed. Temporary reflective striping tape or reflective plastic tabs may be used, except that it shall not be applied to final asphalt surfaces.

Said tape or tabs shall be removed from temporary surfaces prior to placement of additional asphalt.

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The Contractor shall also be responsible for notifying adjacent businesses, residents (of affected residential tracts), and entities listed above, in writing seven (7) days in advance of any work that involves limited access. Said notice shall be reviewed and approved by the City in advance of its circulation. Contractor shall provide verification to the City that proper circulation of the notice has been accomplished.

The Contractor shall maintain a 24-hour emergency service to remove, install, relocate, and maintain warning devices. No later than 10 days after the award of the Contract, the Contractor shall furnish to the City, names, and telephone numbers of three persons responsible for this emergency service. In the event these persons do not promptly respond when notified, or it becomes necessary to call other forces to accomplish emergency service, the Contractor will be responsible for any cost incurred.

Prior to the start of each work day, the Contractor shall perform all necessary work incidental to and commensurate with the proper signing, detouring, barricading, etc., heretofore and hereinafter specified that is required for that particular day’s schedule of operations. No construction shall be permitted until such signing and detouring operations have been completed and approved by the City.

Personal vehicles of the Contractor's employees shall only be parked in an allowed area as delineated by the City, and shall not be parked on the traveled way at any time, including any section closed to public traffic.

Flashing Arrow Signs:

Each flashing arrow sign shall be solar powered, mounted on a truck or on a trailer and shall be capable of operating while the vehicle is moving or as directed by the City.

Signs mounted on the cab of a truck shall be mounted to provide a minimum of 7 feet between the bottom of the sign and the roadway. Signs mounted on a trailer, or on anything other than the cab of a truck, shall be mounted to provide a minimum of 8 feet between the bottom of the sign and the roadway.

The total weight of trailer mounted flashing arrow sign including the trailer, sign, power source and other components shall not exceed 1,500 pounds and the height of the level trailer bed shall be no higher than 21 inches above the roadway. The trailer shall be equipped with a minimum of 3 leveling jacks.

Alternative types of lamps may be used in flashing arrow signs if visibility is equal to the specified lamps. Each type AX flashing arrow sign shall be a minimum of 2 feet high and 4 feet wide, and shall be finished with flat black enamel. A minimum of 13 No.4414AX 12-volt, yellow or amber lamps shall be installed in the panel. The lamp configuration shall be for 3 arrowheads or an arrow shaft with 2 arrowheads, one pointing in each direction on the face of the sign with a minimum of 5 lamps forming each arrowhead. Each lamp shall be provided with a visor.

The lamp shall be activated by a switch on a control panel and shall be controlled by electronic circuitry to provide a minimum of 4 selectable modes of operation as follows:

1. Pass Left Mode, - Sequencing of lighted arrowheads or sequencing the lamps forming the arrow shaft and arrowhead to the left or a flashing left arrow with the lamps in the arrow shaft and arrowhead flashing on and off simultaneously.

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2. Pass Right Mode, - Sequencing of lighted arrowheads or sequencing the lamps forming the arrow shaft and arrowhead to the right or a flashing right arrow with the lamps in the arrow shaft and arrowhead flashing on and off simultaneously.

3. Simultaneous Mode, - Either the outside arrowheads pointing in opposite directions are continuously illuminated, except for the center lamp forming each arrowhead, while the arrow shaft lamps flash on and off simultaneously or the outside arrowhead pointing in opposite directions and the arrow shaft lamps all flash simultaneously to indicate passing on either side.

4. Travel Mode, - Travel or caution mode shall flash in a manner not resembling any other mode.

Lane Requirements:

There shall be a minimum of 5’ clearance from open excavations and two feet from other obstructions (curbs, k-rail, etc). All lanes shall be open to traffic during non-working hours.

The Contractor shall be required to use flashing arrow signs at all lane closures to direct travel and appropriate detour signing to control traffic through and/or around the construction area.

The Contractor will not be allowed to excavate a larger quantity of area (“digouts”) than can successfully be repaved in the same working day. No incomplete paving work will be allowed to remain during the hours designated as requiring “all” lanes open to traffic, except in specific instances in which a minor amount of area can safely be covered by approved means with non-skid steel plates, capable of carrying H-20 wheel loading, or patched with temporary AC to bring the excavation up to grade. Said temporary AC shall be ground down to permanent AC sub-grades and approved by the City prior to placement of any additional permanent AC.

Excavations of less than 4’ in width may be covered with non-skid steel plates capable of carrying H-20 wheel loading over the span of the excavation. Plates shall have a minimum width equal to the excavation width plus 24 inches and be securely fastened to the street surface. Asphalt fillers, a minimum of 6 inches wide shall be placed around the perimeter of the plate. When traffic is transferred to any type of temporary pavement surface good drivability of the surfaces shall be maintained and shall be subject to approval by the City prior to allowing traffic to be transferred upon it.

The Contractor shall also ensure that access to all side streets and driveways are maintained at all times. Work in front of or within driveways and side streets shall be conducted in a manner where at no time is access to property denied. Portions of driveway approaches that are not ready to be opened for traffic at the end of the workday shall be steel plated per the requirements noted in the previous paragraph. The Contractor shall use temporary AC surfacing at his own expense for traffic control as required to maintain traffic in a safe non-disruptive manner.

SECTION 6 - PROSECUTION AND PROGRESS OF WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK.
6-1.0 General. [Add the following section]:

The Contractor's proposed Construction Schedule shall be submitted to the Engineer within ten (10) working days after the date of the Notice of Award of Contract. The schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged, and setting forth the dates that each item will be

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delivered. The schedule shall establish the order of work which minimizes disruption of existing travel lanes.

Prior to issuing the Notice to Proceed, the Engineer will schedule a preconstruction meeting with the respective Contractor to review the proposed Construction Schedule and delivery dates, arrange the utility coordination, discuss construction methods, and clarify inspection procedures.

The Contractor shall submit periodic Progress Reports to the Engineer by the tenth day of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Liquidated damages will be assessed pending receipt of any outstanding reports, as set forth in Section 6-9.1 below. 6-1.3 Construction Schedule (Critical Path Method) [Add the following section]:

The Contractor shall submit to the Engineer practicable critical path method (CPM) progress schedules in conformance with these Special Provisions. Whenever the term “schedule” is used in this section it shall mean CPM progress schedule illustrated by the Gantt Bar method. The schedule shall be prepared by qualified and experienced scheduling staff.

Schedules shall show the order in which the Contractor proposes to carry out the work with logical links between time-scaled work activities, and calculations made using the critical path method to determine the controlling operation or operations. The Contractor is responsible for assuring that all activity sequences are logical and that each schedule shows a coordinated plan for complete performance of the work.

The Contractor shall produce schedules using computer software and shall furnish compatible software for the Engineer’s exclusive possession and use. The Contractor shall furnish network diagrams, narrative reports, tabular reports and schedule data as parts of each schedule submittal.

The number of activities shall be sufficient to assure adequate planning of the Project, to permit monitoring and evaluation of progress, and to do an analysis of time impacts.

Schedule activities shall include the following:

A. A clear legible description.

B. Start and finish dates.

C. A duration of not less than one working day, except for event activities, and not more than 20 working days, unless otherwise authorized by the Engineer.

D. At least one predecessor and one successor activity, except for Project start and finish milestones.

E. Required constraints.

F. Codes for responsibility, stage, work shifts, location and contract pay item numbers.

The Contractor may show a scheduled completion date that is later than the Contract completion date on an update schedule, after the baseline schedule is accepted. The Contractor shall provide an explanation for a late scheduled completion date in the narrative report that is included with the schedule.

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The Engineer’s review and acceptance of schedules shall not waive any Contract requirements and shall not relieve the Contractor of any obligation thereunder or responsibility for submitting complete and accurate information. Schedules that are rejected shall be correct by the Contract and resubmitted to the Engineer within five (5) working days of notification by the Engineer, at which time a new review period of one week will begin.

Errors or omissions on schedules shall not relieve the contractor from finishing all work within the time limit specified for completion of the Contract. If, after, a schedule has been accepted by the Engineer, either the Contractor or the Engineer discovers that any aspect of the schedule has an error or omission, it shall be corrected by the Contractor on the next schedule.

Payment for the Project schedule and revisions/updates to the schedule shall be made under other items of work and no additional payment shall be made therefore. 6-1.4 Acceleration. [Add the following section]:

The City reserves the right to accelerate the work of the Contract at any time during its performance. In the event the City directs acceleration, such directive will be given to the Contractor in writing. The Contractor shall keep cost and other Project records related to the acceleration directive separately from the normal Project cost records and shall provide a written record of acceleration costs to the City on a daily basis.

In the event the Contractor believes that some action or inaction on the part of the City constitutes an acceleration directive, the Contractor shall immediately notify the City in writing that the Contractor considers the actions or inactions an acceleration directive. The Contractor shall not accelerate their work efforts until the City responds to the written notification. If acceleration is then directed or required by the City, all cost records referred to in the previous paragraph shall be maintained by the Contractor and provided to the City on a daily basis.

In order to recover additional costs due to acceleration, the Contractor must document that additional expenses were incurred and paid by the Contractor. Labor costs recoverable will only be overtime or shift premium costs or the cost of additional laborers brought to the site to accomplish the accelerated work effort. Equipment costs recoverable will only be the cost of added equipment mobilized to the site to accomplish the accelerated work effort. 6-2 PROSECUTION OF THE WORK [Replace the first sentence the following:] To minimize public inconvenience and possible hazard and maintaining work areas to their original condition and state of usefulness as soon as practicable, the Contractor shall diligent prosecute the Work to completion and ensure that the construction is completed within the alotted construction period.
[Add to this section]
• Traffic Control:
o Traffic Control setup at each location shall confirm to CA-MUTCD (Latest Edition) requirements and typical applications and shall be maintained on a daily basis by the contractor.
• Localized Concrete Improvements (Curb/Gutter, Ramps, etc.):

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o All concrete improvements shall be completed prior to the start of any pavement grinding or reconstruction activities.
o Contractor’s operations shall be scheduled in such a way that no ramp or portion of sidewalk is left excavated, demolished, or formed over the weekend. o It shall be the contractor’s responsibility to properly barricade the work area during non-working hours and to set up appropriate pedestrian detour/signage until the work is completed
o Driveway access to each property shall be maintained at the end of each working day. Contractor shall ramp or plate the driveways to maintain access. 6-3 TIME OF COMPLETION.
6-3.1 General. [Add the following to this section]:

The time for completion shall be as set forth in the General Specifications. “The Contractor shall complete all work under the Contract within sixty (60) consecutive working days after the date on the Notice to Proceed.

The Contractor shall ensure the availability of all material prior to the start of work. Unavailability of material will not be sufficient reason to grant the Contractor an extension of time for 100 percent completion of work.”
Working Days. “Any City holiday, defined as January 1st, the third Monday in January (Martin Luther King Day), the third Monday in February (President's Day), the last Monday in May (Memorial Day), July 4th, the first Monday in September (Labor Day), November 11th (Veterans Day), the fourth Thursday and Friday in November (Thanksgiving and Friday after), December 24th through December 31st.”
Working Hours. Normal working hours are limited to 8:30 a.m. to 4:30 p.m., Monday through Friday.

The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., before or after the normal working hours prescribed above.

Should the Contractor elect to work outside normal working hours, Contractor must first obtain special permission from the Engineer. The request may be for 4:30 p.m. to 6:30 p.m. on weekdays or 8:30 a.m. to 4:30 p.m. on Saturday only. A request for working during any of these hours must be made at least 72 hours in advance of the desired time period. A separate request must be made for each work shift. The Engineer reserves the right to deny any or all such requests. Additionally, the Contractor shall pay for supplemental inspection costs of $205.00 per hour when such time periods are approved.
6-3.2 Contract Time Accounting. [Add the following to this section]:

The Contractor's activities shall be confined to the hours between 8:30 AM and 4:30 PM, Monday through Friday, excluding holidays, unless otherwise specified. Slurry seal application operations, if any shall terminate no later than 1:30 PM of each working day or at the determination of the Engineer. Slurry seal application operations shall occur within two (2) days after scheduled trash pickup days. Work shall be prohibited any time on Saturday, Sunday or Federal Holidays except

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as provided herein. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property.

In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates (premium time) including benefits, overhead, and travel time and are established based on the City’s current fee schedule or professional services agreement for construction inspection services. The service fees will be deducted from any amounts due the Contractor.

Construction activities during City Special Events may be restricted by City to exclude all or part of the work on primary arterial or access roads to the Special Events as determined by Engineer.

The Contractor shall be responsible to ascertain the exact times of any such events within his proposed construction schedule which may restrict his operation and shall adjust his schedule accordingly. The construction restrictions shall only be for the actual days the events occur. All costs for maintaining traffic control, protection of work site and re-mobilization shall be deemed as included in the lump sum contract for their respective items and no additional compensation will be allowed.
6-3.3 Completion, Acceptance, and Warranty. [Add the following section]:

Work will be deemed completed on the same date when the Notice of Completion is recorded with the County of Orange.
6-4 DELAYS AND EXTENSIONS OF TIME
6-4.1 General [Add the following to the end of this section:] No time extension shall be granted unless the claimed delay meets each and every of the following conditions:
(a) The delay was caused by unforeseen events and was beyond the control of Contractor and its subcontractors and material suppliers;
(b) The delay was caused by events of which Contractor was not advised at or before the time of bidding;
(c) The delay impacted and delayed (i) the controlling items of Work (i.e., the as-built critical path, as determined from the as-planned schedule and the actual progress of the Work), or (ii) the Completion of the whole Work within the Contract time; (d) The delay was not caused by Contractor or its subcontractors or suppliers, including but not limited to their breaches of contract or the standard of care; (e) The delay was not associated with loss of time resulting from the necessity of submittals to CITY for approval, or from necessary CITY surveys, measurements, inspections and testing; (f) The delay was not caused by usual or common weather for the time of year, including usual or common severe weather; and
(g) The delay could not have been prevented by the exercise of care, prudence, foresight, and diligence by Contractor.

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Excusable delays may include acts of God, acts of public enemy, acts of the Owner or anyone employed by it, acts of another contractor in performance of a contract (other than this Contract) with the CITY, fires, floods, epidemics, quarantine restrictions, labor disputes, unusually and uncommonly severe weather for the time of year, unforeseen site conditions, or delays of subcontractors due to such causes. CITY shall take into consideration other relevant factors such as concurrent delays.

Contractor has the burden of proving that any delay was excusable, including but not limited to an analysis that establishes no concurrency.

No extension of time will be granted for an excusable delay caused by a shortage of materials unless the Contractor furnishes to the Engineer documentary proof that the Contractor has made every effort to obtain the materials from all known sources within reasonable reach of the Work in a diligent and timely manner, and further proof in the form of supplementary progress schedules that the inability to obtain the materials when originally planned did in fact cause a delay in final Completion of the entire Work which could not be compensated for by revising the sequence of the Contractor's operations. The term "shortage of materials" shall apply only to materials, articles, parts or equipment which are standard items and are to be incorporated in the Work. The term "shortage of materials" shall not apply to materials, parts, articles or equipment which are processed, made, constructed, fabricated or manufactured to meet the specific requirements of the contract. Only the physical shortage of material will be considered under these provisions as a cause for extension of time. Delays in obtaining materials due to priority in filling orders will not constitute a shortage of materials. 6-4.3 Payment for Delays [Replace paragraph with the following:] To be compensable, an excusable delay must be one for which the CITY is responsible, where the delay was unreasonable under the circumstances involved, and where the delay was not within the contemplation of the parties; however, Contractor shall not be entitled to monetary compensation when (a) Contractor could have reasonably anticipated the delay and avoided or minimized the cost impacts of it, such as judicious handling of forces, equipment, or plant, (b) there was a concurrent delay which does not qualify for monetary compensation under this paragraph, (c) the cause of the delay was reasonably unforeseen by the CITY or the delay was caused by factors beyond the control of the CITY, including but not limited to a delay under Section 2.2.8 above or a delay caused by a utility company’s failure to perform despite CITY’s reasonable arrangements for such performance; or (d) any other defense available to CITY under law or equity applies. Contractor has the burden of proving that any delay was excusable and compensable, including an analysis that establishes non-concurrency.

The Contractor may not seek damages for delay of a planned Completion of the Work before the contractual deadline for Completion of the Work.
6-9 LIQUIDATED DAMAGES. [Add the following to this section]:

It is agreed by the parties to the Contract that time is of the essence and that in the case that all the work is not complete before or upon the expiration of the time limit set forth, damage will be sustained by the City. For each consecutive calendar day in excess of the time specified for the completion of the work, the Contractor shall pay to the City $2,500.00. In addition, the City shall have the right to charge to the Contractor and to deduct from payments for the work the actual cost to the City of engineering, inspection, superintendence, and other overhead expenses, which are directly chargeable to the Contract and which accrue during the period of such delay. The expenses and damages described above shall be deducted from any money due the Contractor under this contract. The Contractor and his sureties shall be liable for any excess cost.

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6-9.1 Additional Liquidated Damages. [Add the following section]:

Additional liquidated damages will also be assessed in the amount of $500.00 per calendar day for failure to follow a construction schedule or timely submit periodic progress reports as described in Section 6 of these Special Provisions.

Additional liquidated damages will also be assessed in the amount of $500.00 per calendar day for failure to mobilize to the Project site within 10 working days of the date of the Notice of Proceed as specified in these Special Provisions.

Additional liquidated damages shall be assessed in the amount of $1,000.00 per day for failure to restore damaged utilities within three (3) working days as specified in Section 5 of these Special Provisions.

Additional liquidated damages shall be assessed in the amount of $500.00 per incident that the Contractor reduces the traveled way width beyond the hours specified in Section 7-10 of these Special Provisions without written authorization from the City.

Additional liquidated damages shall be assessed in the amount of $500.00 per day for failure to comply with, or implement, or maintain the Storm Water Pollution Protection Plan (SWPPP) or Water Pollution Control Plan (WPCP), as required, by the City’s NPDES permit with the Santa Ana or San Diego Regional Water Quality Board.

Additional liquidated damages shall be assessed in the amount of $500.00 per incident that the Contractor fails to install the Best Management Practices (BMP's) within 24 hours of notification as described in Section 7-8.6.2 of the Special Provisions.

SECTION 7 - MEASUREMENT AND PAYMENT
7-3 PAYMENT.
7-3.2 Partial and Final Payment. [Add the following to this section]:

The closure date for periodic progress payments will be five (5) working days prior to the first Monday of each month. The final progress payment will not be released until the Contractor returns the control set of Plans and Specifications showing the as-constructed conditions. The City shall withhold from the final payment $15,000 in the event that the Contractor fails to return the control set of Plans and Specifications showing the as-constructed conditions.

SUBSTITUTION OF SECURITIES
In conformance with Public Contract Code Section 22300, the Contractor may substitute securities for any monies withheld by the City to ensure performance under the Contract Agreement.

At the request and expense of the Contractor, the Contractor has the option to deposit securities, which have been approved by the City, and deposited with a State or Federally chartered bank as the escrow agent. Said securities will be used as a substitute for retention earnings required to be withheld by the City, pursuant to the construction contract. The Contractor shall be the beneficial owner of any securities substituted for moneys withheld and shall receive interest thereon. Said securities shall have no obligation to any other construction contract for substitution of securities in lieu of retention. When the Contractor deposits the City approved securities with the escrow agent, the escrow agent shall notify the City within 10 calendar days of the deposit.

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Said securities shall be evaluated quarterly by the escrow agent to verify the current market value.

If the current market value of said securities falls below the required amount, the escrow agent shall notify the Contractor and require additional securities and/or cash to be submitted for City approval, and be held in the escrow account to meet the Contractor's obligations. Said securities shall be held by the escrow agent until such time as the escrow agent receives written notification from the City that the Contractor has satisfactorily completed his contract obligations.

Alternatively, the Contractor may request and the City shall make payment of retention earned directly to the escrow agent at the expense of the Contractor. The Contractor may direct the investment of the payment into securities and the Contractor shall receive the interest earned on the investments upon the same terms provided for securities deposited by the Contractor.

The type of securities deposited and the method of release shall be approved by the City Attorney's office.

The full five percent (5%) retention will be deducted from all payments. The City shall hold retainage from the Contractor and shall make prompt and regular incremental acceptances of portions, as determined by the City, of the Contract work, and pay retainage to the Contractor based on these acceptances. The Contractor, or subcontractor, shall return all monies withheld in retention from a subcontractor within 30 days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the Contract work by the City. Federal law (49 CFR Section 26.29) requires that any delay or postponement of payment over 30 days may take place only for good cause and with the City’s prior written approval. Any violation of this provision shall subject the violating Contractor or subcontractor to the penalties, sanctions and other remedies specified in Section 7108.5 of the Business and Professions Code.

These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the Contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the Contractor, deficient subcontract performance, or noncompliance by a subcontractor.

The final retention will be authorized for payment thirty-five (35) days after the date of recordation of the Notice of Completion. . The City may withhold from release of the final retention amounts authorized under Public Contracts Code Section 7107 and/or 125% of amounts identified in any Stop Notices received by the City.
7-3.3 Delivered Materials. [Add the following to this section]:

Materials and equipment delivered but not incorporated into the work shall not be included in the estimate for progress payment.
7-3.4 Mobilization. [Add the following to this section]:

Mobilization shall consist of preparatory work and operations, including but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to the Project site; for the establishment of all offices, buildings and other facilities necessary for the work on this Project; and for all other work and operations which must be performed or cost incurred prior to beginning work on the various contract items on the Project site. Mobilization is deemed to include all aspects of mobilization and de-mobilization work occurring during the life of the Project for any reason.

Full compensation for mobilization shall be included in the Contract LUMP SUM price bid for Mobilization and shall include full compensation for all costs incurred by the Contractor for doing all the work involved in mobilization as specified herein, and no additional compensation will be

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allowed. Mobilization shall not exceed 5% of the entire bid, excluding mobilization and as shown in the Proposal Bid Sheet.
7-3.5 Contract Unit Prices
7-3.5.1 General. [Replace with the following]:

If a change is ordered in an item of work covered by a Contract Unit Price, and such change does not involve substantial change in character of the work from that shown on the Plans or specified in the Specifications, then no adjustment in payment will be made regardless of the quantity of work performed.

If a change is ordered in an item of work covered by a Contract Unit Price, and such change does involve a substantial change in the character of the work from that shown on the Plans or specified in the Specifications, an adjustment in payment will be made per 7-3.7. 7-3.5.2 [Delete entire section]
7-3.5.3 [Delete entire Section]
7-3.7 Agreed Prices. [Replace with the following]:

Agreed Prices are prices for new or unforeseen work established by mutual agreement between the Contractor and the Agency. If mutual agreement cannot be reached, the Engineer may direct the Contractor to proceed on the basis of Extra Work in accordance with Section 7-4. 7-4 PAYMENT FOR EXTRA WORK.
7-4.2 Basis for Establishing Costs.
7-4.2.1 Labor [Amend as follows]:

Delete “Workers Compensation Insurance and Liability Insurance” from the “employer payments” in the first paragraph.
7-4.3 Markup.
7-4.3.1 Work by the Contractor. [Replace with the following]:

The following percentages shall be the maximum added to the Contractor’s costs and shall constitute the markup for all overhead, profits, Workers Compensation Insurance & Liability Insurance;
1) Labor 20
2) Materials 15
3) Equipment Rental 15
4) Other Items and Expenditures 15
To the sum of the Costs and markups provided for this subsection, one percent shall be added as compensation for bonding. In any event, notwithstanding the above markups, the total labor mark-up shall not exceed 33% of the base labor hourly pay rate. No additional compensation shall be allowed.

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7-4.3.2 Work by a Subcontractor. [Replace with the following]:

When all or any part of the extra work is performed by a Subcontractor, the markup established in 7-4.3.1 shall be applied to the Subcontractor’s actual cost of work. A markup of ten percent (10%) on the first $5,000 of the subcontracted portion of the extra work and a markup of five percent (5%) on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

The markups mentioned hereinafter shall include, but are not limited to, all costs for all forms of insurance and the services of superintendents, project managers, timekeepers and other personnel not working directly on the change order and pickup or yard trucks used by the above personnel. These costs shall be reported as labor or equipment elsewhere except when actually performing work directly on the change order and then shall only be reported at the labor classification of the work performed.

SECTION 9 – FACILITIES FOR CONTRACT PERSONNEL. [Add this section]:
9-1 EXTENDED FIELD OFFICE OVERHEAD COST.

Within fourteen (14) calendar days after receipt of the Notice to Proceed, the Contractor shall submit written statement to the City detailing its field office overhead costs which are time related.

The City will review this first cost submittal and reach a written agreement with the Contractor on a daily field office overhead cost rate which shall be memorialized in a no cost change order. The daily rate agreed to in this change order will be applicable throughout the duration of the Contract.

No field office costs will be paid until such an agreement is reached between the City and the Contractor and the change order concerning this daily rate is executed by both parties. Progress payments will be withheld pending receipt of the above-referenced cost submittal and executed change order.

The individual cost components of the daily field office overhead rate shall represent costs which increase as a direct result of any time extension caused solely and exclusively by an act or omission of the City. This listing may include such cost items as on-site project management, supervision, Engineering and clerical salaries; on-site utilities and rent; on-site company vehicles and their operating expenses; and site maintenance and security expenses. Field office overhead costs which are unaffected by increased time shall not be allowable cost in calculating the daily field office overhead rate. These non-time related costs include, but are not limited to, acquisition and installation of stationary equipment; temporary construction facilities; utilities and office furnishings (unless such items are rented or leased); the preparation of the site including clearing, grubbing, grading, fencing, mobilizations and demobilization costs; and the costs of permits, bonds and insurance coverage for the Project.

The individual wage cost components used to calculate the daily field office rate shall be supported by actual employee payroll records, not salary ranges or estimates. Hourly rates for management, supervisory, engineering, and clerical employees shall be based upon 2080 work hours per year and shall not include allowances for holidays, vacations, or sick time.

When applicable, the daily field office overhead rate shall be multiplied by the number of days the Contract is delayed or extended by change order and shall be added to the agreed upon change order cost. The days of delay shall be those caused solely by the acts or omissions of the City and documented by a time impact analysis prepared and submitted by the Contractor. In the event a deductive change order is issued which reduces time under the Contract, the daily field office overhead rate shall be used to calculate the deductive amount. No allowance for overhead costs and no profit allowance shall be added to the extended field office overhead cost.

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SECTION 10 - RESPONSIBILITIES OF THE CONTRACTOR [Add this section]:
10-1 CONTRACTOR'S EQUIPMENT AND FACILITIES.
10-1.1 General.

Conduct of the Work. The Contractor shall behave, at all times, in a courteous, professional manner. While on site, or entering or exiting the site, there shall be no extraneous activity that might cause disruption to the Project site, surrounding areas, or residents. Failure to comply may result in the suspension of work, or removal of contractor’s staff from the Project.

Noise Levels. A noise level limit of 86 dbA at a distance of fifty feet (50') shall apply to all construction equipment on or related to the job whether owned by the Contractor or not. The use of excessively loud warning signals shall be avoided except in those cases required for the protection of personnel.
10-2 COOPERATION AND COLLATERAL WORK.

The Contractor is advised as to the possibility of other construction projects within the proposed construction zone by the City, other governing agencies or private enterprises. In the event of such projects, the Contractor shall coordinate with the applicable parties as to the extent of any time required to complete their work and shall schedule its work and conduct its operations so as to permit access and time as required for the concurrent work. The Contractor shall immediately notify the City Engineer in the event of a delay in scheduling caused solely by this concurrent work. Payment for the above, if any, shall be deemed as included in the items of work as shown on the proposal bid sheet and no additional compensation will be allowed. 10-3 PROJECT SITE MAINTENANCE.
10-3.1 Cleanup and Dust Control.

The Contractor shall keep adjacent properties clean and free of rubbish and debris in a timely manner as necessary and/or as directed by the Engineer.

The Contractor shall implement effective handling, storage, usage, and disposal practices to control material pollution and manage waste and nonstormwater at the job site before they come in contact with storm drain systems and receiving waters. 10-3.1.1 Construction Cleaning [Add the following section]:

The Contractor shall:
(a) Initiate and maintain a daily program to prevent accumulation of debris on-site and along access roads and haul routes. Maintain areas under Contractor's control free of waste materials, debris, weeds 6” high, and rubbish. Maintain site in a clean and orderly condition. (b) Provide suitable covered containers for deposit of debris and rubbish. Dispose of accumulation of extraneous materials, prohibit overloading of trucks to prevent spillages on access and haul routes and provide daily inspection of haul routes to enforce requirements. (c) The Contractor shall supply self-loading motorized street sweepers equipped with a functional water spray system as part of his daily program.

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(d) Schedule at a minimum, weekly collection and disposal of debris. Provide additional collections and disposals of debris whenever the weekly schedule is inadequate to prevent accumulation.

The Contractor shall remove debris from closed or remote spaces prior to closing the space, control cleaning operations to minimize dust and other particulates and immediately remove clay and earth which adhere to the paved surface of the roadway. Remove by hand scraping, washing, sweeping, and/or other method(s) which will leave a clean non-skid surface without impairing, injuring or loosening the surface.

The Contractor is required to control dust throughout the life of the Contract. The control may be required by job conditions or City Engineer. In any case, the Contractor shall use water or other means to control the dust. No chemical agents may be used without written authorization from the Agency. The Contractor shall be solely responsible for safety problems, accidents or any other complications or claims arising from inadequate dust control.

No separate payment will be made for any work performed or material used to control dust resulting from the Contractor's performance of the work, or by public traffic, either inside or outside the right-of-way. Full compensation for such dust control will be considered as included in the price paid for the various items of work involved.

No separate payment will be made for any work performed or material used in cleaning the Project. Full compensation for such cleaning shall be considered as included in the price paid for the various items of work involved and no additional compensation will be allowed therefore. 10-4 WATER POLLUTION CONTROL
10-4.1 Best Management Practices (BMPs)
Per the Federal Clean Water Act, the Contractor is required to eliminate pollution to waters of the United States in regards to this Project. This Project will require the Contractor to implement “Best Management Practices”.

The Contractor shall submit a Water Pollution Control Plan (WPCP) as detailed in Appendix A.

The Contractor shall confirm that all of the Best Management Practices (BMP’s) have been adequately detailed that addresses his or her anticipated construction operations and meets the intent of the NPDES requirements. The Contractor shall obtain a Notice of Intent (NOI) from the State Water Resources Control Board and pay all related fees. The NOI shall be submitted as part of the WPCP. After the Notice of Award, the Contractor shall submit to the City a finalized and signed WPCP, which establishes the construction BMP requirements, for review and approval. No work will be allowed to begin without an approved WPCP on file with the City.

The Contractor shall utilize Best Management Practices (BMP’s) outlined in the WPCP during construction to ensure that sediment from storm runoff and construction activities does not enter storm drains. Some of the primary Water Pollution Control measures anticipated for this Project include, but are not limited to, covering all storm drain inlets in the Project vicinity with water permeable fabric and gravel bags prior to performing any adjacent AC grinding, removal or paving operations or PCC ramp lip grinding; properly fueling and cleaning all equipment/vehicles; maintaining an ample supply of gravel/sand bags on-hand when excavating new PCC sidewalk/ramp/curb/gutter improvements in the event of rain; properly containing all PCC treatment materials such as the coloring agents, exposed aggregate etching chemicals and surface treatment chemicals required to install the detectable warning mats; properly covering all incoming material trucks and all out going debris hauling vehicles; providing restroom facilities for

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workers; and regular street sweeping of the work area and haul routes to the satisfaction of the Owner’s Representative.

The requirements of all of the following agencies shall be met and maintained and where there is a conflict between requirements, the most stringent requirement shall govern.

1. San Diego Regional Water Quality Control Board

2. Santa Ana Regional Water Quality Control Board

3. County of Orange
10-4.1.2 Payment
Full compensation for conforming to Subsection 7-8.6, including providing all necessary Best Management Practices shall be considered as included in the Contract LUMP SUM price for Best Management Practices and shall include finalizing and implementing the WPCP in accordance with the “Draft” WPCP and as detailed herein, and shall include full compensation for encroachment permit processing as related to the WPCP, furnishing all labor, tools, materials, and incidentals for implementing said approved / finalized WPCP. 10-5 TRAFFIC CONTROL PLAN (TCP).

It shall be the Contractor's responsibility to furnish a detailed traffic control plan prepared and stamped/signed by a licensed civil or traffic engineer licensed in the State of California for City approval. Detours shall be in accordance with Caltrans standards. The Contractor shall submit detailed drawings of any proposed detour(s)/lane closures to the City Engineer for approval prior to the commencement of work. The traffic control plans shall be submitted to the City for review and approval within 10 working days after the date of the Notice of Award. 10-5.1 Payment.

The Contract LUMP SUM price bid for the Traffic Control bid item shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the traffic control related work involving placing, removing, storing, maintaining, moving to new locations, replacing and disposing of the components of traffic control system as specified in the Standard Specifications and these specifications and as directed by the City. The lump sum price shall also include steel plates and temporary AC including installation and removal; all associated temporary signing and striping; flashing arrow signs; flagging and/or flagmen costs; night work; Project notifications; and changeable message signs at the Project site, and no additional compensation will be made therefore.
10-6 CONTRACTORS RESPONSIBILITIES FOR WORK
Until Acceptance of the Work, the Contractor shall have the responsibility, charge and care of the Work and of the materials to be used therein (including materials for which it has received partial payment or materials which have been furnished by the City) and shall bear the risk of injury, loss or damage to any part thereof by the action of the elements or from any other cause, whether arising from the execution or from the non-execution of the Work.

The Contractor shall rebuild, repair, restore, and make good all injuries, losses, or damages to any portion of the work or the material occasioned by any cause before its completion and acceptance and shall bear the expense thereof. Where necessary to protect the work or materials from damage, the Contractor shall at his expense provide suitable drainage and erect such temporary structures

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as are necessary to protect the work or materials from damage. The suspension of the work from any cause whatever shall not relieve the Contractor of his responsibility for the work and materials as herein specified. If ordered by the City Engineer, the Contractor shall at his expense properly store materials which have been partially paid for by the City or which have been furnished by the City.

Such storage by the Contractor shall be on behalf of the City, the City shall at all times be entitled to the possession of such materials, and the Contractor shall promptly return the same to the site of the work when requested. The Contractor shall not dispose of any of the materials so stored, except on written authorization from the City.

In an emergency affecting the safety of life or property, including adjoining property, the Contractor, without special instructions or authorizations, is authorized to act at his discretion to prevent such threatened loss or injury, and he shall so act as though instructed to do so by the City.

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PART 2 - CONSTRUCTION MATERIALS
SECTION 200 - ROCK MATERIALS
200-1 ROCK MATERIALS
200-1.1 General [Add the following]:

Aggregate base material for all asphaltic concrete and concrete paving shall be crushed miscellaneous base (C.M.B.) or crushed aggregate base (C.A.B.). Majority of the base materials will be on-site as a result of crushing the existing asphalt and concrete during the demolition process.
200-1.4 Coarse Aggregate for Portland Cement Concrete

1. Non-Slip Aggregate: Fused aluminum oxide grits or crushed emery, factory graded, packaged rust proof.

SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE
201-1.1 Requirements
201-1.1.1 General. The following paragraph shall be added following paragraph 4:

The cement utilized shall be Type V. No substitution of materials shall be permitted. The Contractor shall furnish the City’s Representative with a copy of the mix design to be used and with a legible certified weight-master’s certificate for each load of P.C.C. delivered to the project.

Portland Cement Concrete delivered to the project site having a water content and/or slump greater than that specified in the mix design shall be rejected and removed from the project site. 201-1.1.2 Concrete specified by class: The class of concrete shall be 560-C-3250 with a maximum slump of four inches (4") for all concrete flatwork, walls, footings, foundations, sidewalks, access ramps, curbs and gutters, and cross gutters, mow curbs, columns, thrust blocks, terraced concrete seating, monument signs, etc. 201-1.1.4 Test for Portland Cement Concrete [Add the following]:

1. All material shall comply with the latest editions of the American Concrete Institute (ACI) and California Building Code. Testing of Portland cement concrete shall apply to all site concrete including but not limited to: concrete paving, walls, footing, etc.

2. Product Data:
a) Submit complete materials list of items proposed for the work. Identify material source.
b) Submit admixture, curing compound, retarder, and accessory item product data. c) Submit material certificates for aggregates, reinforcing, and join fillers.

3. Submit concrete delivery tickets to Quality Control Manager. Show the following:
a) Batch number

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b) Mix by class or sack content with maximum size aggregate c) Admixture
d) Air content
e) Slump
f) Time of loading

4. Submit concrete test reports.

5. City will provide field quality control testing and inspection during concrete operations.

6. Contractor shall provide adequate notice, cooperate with, provide access to the work, obtain samples, and assist test agency and their representatives in execution of their function.

7. Strength Verification
Contractor should present mix design to City Inspector for approval prior to pour.

Contractor shall provide copies of concrete tickets verifying the strength requirements for every truck load of concrete (see also item 3 above).
201-1.1.5 Concrete Installer [Add the following]:

Contractor shall provide evidence to indicate successful experience in concrete placement and finishing work similar to that specified herein and who can demonstrate such successful experience through past project documentation and references:

1. Experience Period: Minimum five (5) years’ experience. 2 Demonstration of Experience: Ten (10) projects which have been completed within the past twenty-four (24) months utilizing similar products, scope, and complexity.

3. Supervision: Placement and finishing of concrete work shall be performed under the supervision of a person having a minimum of five (5) years’ experience in the placement and finishing of products specified herein.

4. Previous projects shall be located in Los Angeles, Orange, Riverside, or San Bernardino Counties. A listing of projects and addresses shall be provided with the bid and shall be reviewed and approved by the City prior to the notice to proceed. Installer qualifications shall be submitted to construction manager with copies to the Architect for information purposes. Three (3) copies of previous experience shall be provided. 201-1.2 Materials
201-1.2.1 Portland Cement [Add the following]:

1. Lime: ASTM C207, Type S, containing 85% by weight of calcium oxide.

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2. Lime Putty: Make from hydrated lime conforming to ASTM C207, pulverized to such fineness that 100% will pass a 50 mesh sieve. Mix lime in water, run through screen into box and age 48 hours.

3. Cement shall be Type V Portland Cement
201-1.4 Mixing
201-1.4.3 Transit Mixer [Add the following]:

Mixes
a. Provide ASTM C94 ready-mixed concrete. Batch mixing at site not acceptable.

1. Strength: 3,250 psi minimum at 28 days for all concrete flatwork, curbs, seating, ramps, plaza area, etc.

2. Slump Range: 2” to 4” maximum
b. Coarse aggregate shall consist of 3/4” aggregate - 3/8” aggregate for pump mix. c. Provide an approved water-reducing admixture in all concrete. d. Indicate water added to mix at job site on each delivery ticket. Show quantity of water added. Site water tempered mixes exceeding specified slump range will be rejected as not complying with specifications requirements. 201-2 STEEL REINFORCEMENT FOR CONCRETE
201-2.2 Reinforcing Steel. [Add the following paragraph immediately after the first paragraph]:
#4 reinforcing steel shall be 40 grade
#5 reinforcing steel shall be 60 grade
201-3 CONCRETE JOINT FILLER
201-3.1 Expansion Joint Filler and Joint Sealants
201-3.2 Premolded Joint Filler [Add the following]:

Expansion joint material shall be Deck-O-Foam by W.R. Meadows Corporation or approved equal – 1/4″ in dimension. Install per manufacturers specifications (909) 469- 2606.
201-4 CONCRETE CURING MATERIALS
Curing compound shall be ASTM 309 or better. Concrete cure and seal shall be “clear” by Davis Colors, or approved equal.

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Note: Basketball court concrete slab shall be cured. Contractor shall review concrete preparation specification with tennis court surfacing provider, City inspector, and installer prior to construction of tennis court slab.

SECTION 210 PAINT AND PROTECTIVE COATINGS
210-1 PAINT
210-1.4 Paint Materials. [Add the following information to the end of this section]:

Submittals:

1. Materials List:
a. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the drawings and specifications. No substitutions will be allowed without prior written approval of the City.
b. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number, and description of all materials and equipment to be used.
c. Equipment or materials installed or furnished without prior approval of the City may be rejected and the Contractor required to remove such materials from the site at his own expense.
d. Approval of any item, alternate, or substitute, indicates only that the products or products apparently meet the requirements of the drawings and specifications on the basis of the information or sample submitted.

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PART 3 - CONSTRUCTION METHODS
SECTION 300- EARTHWORK
SECTION 300.1 Clearing and Grubbing. [Add the following prior to the first paragraph]:
300-1.1 GENERAL:

Site Grading

1. Perform grading within contract limits, including adjacent transition areas to new elevations, levels, profiles, and contours indicated. Provide subgrade surfaces parallel to finished surface grades. Provide uniform levels and slopes between new elevations and existing grades.

2. Grade surfaces to assure areas drain away from structures and to prevent ponding and pockets of surface drainage. Provide subgrade surfaces free from irregular surface changes and as follows:
a. The subgrade at any point shall not vary more than 0.05 foot above or below the grade established by the Improvement Plans if the structural section indicates placing surfacing on native material.
b. The subgrade at any point shall not vary more than 0.05 feet above the grade established by the Improvement Plans if the structural section indicates placing an aggregate base or sub-base material on native materials. c. Rough Grading: Plus or minus 0.10 ft. subgrade tolerance. Finish required will be that ordinarily obtained from either blade-grader or scraper operations. d. Provide subgrade surface free of exposed boulders or stones as noted in the specifications.
e. Paved Areas: Shape surface of subgrade areas to line, grade, and cross-section indicated. Provide compacted subgrade suitable-to receive paving base materials, per Standard Specifications. Subgrade tolerance plus 0, minus 1/2". f. Granular Base: Grade subgrade surface smooth and even, free of voids, to the required subgrade elevation. Provide compacted subgrade suitable to receive granular base materials per Standard Specifications. Tolerance 1/2" in 10'.

3. Uniformly distribute and spread soil. Use loose, dry weed-free topsoil. Do not use muddy topsoil. Place during dry weather.

4. Fine grade topsoil eliminating rough and low areas to ensure positive drainage. Maintain levels, profiles, and contours of subgrades.

5. Remove stones, roots, weeds, and debris while spreading topsoil materials. Rake surface clean of stones 1" or larger in any dimension and all debris. Provide surfaces suitable for soil preparation provided under lawn and planting work. Contractor shall be responsible for ‘rock picking’ and removal of all rocks, stones, and boulders one (1) inch in diameter

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and greater in all areas not requiring concrete paving. Removal of rocks from site shall be in compliance with state and local codes.
300-1.2 Preservation of Property [Add the following]:

Consult the records and drawings of adjacent work and of existing services and utilities which may affect site work operations.
300-1.3.2 Requirement [Add the following]:

Miscellaneous:

In addition to the work outlined in Subsection 300-1 of the Standard Specifications, the following items of work are included under Clearing and Grubbing unless otherwise covered by a specific bid item.

1. Maintain dust control at all times by watering; including developing water supply and furnishing and placing all water required for work done in the contract, including water used for extra work.

2. Provide for traffic control and all signs, barricades and all other appurtenant items necessary to maintain proper control, per approved Traffic Control Plans (as provided by contractor)

3. Protection and maintenance of utilities, trees. fences, walls, and other facilities within the construction zone, except those specifically directed by the City Representative to be removed or relocated.

4. Other items of work as directed in these Special Provisions. 300-1.4 Payment [Add the following]:

Unless otherwise specified, compensation for clearing and grubbing shall include full compensation for traffic control, signs, barricades, and flashers and shall be paid for at the lump sum contract price in the proposal bid form and no additional compensation will be allowed.

Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and doing all work involved in clearing and grubbing as specified. 300-1.5 Solid Waste Diversion
Non-reinforced concrete and asphalt wastes generated from the job site shall be disposed of at a facility that crushes such materials for reuse. Excess soil and other recyclable solid wastes shall not be disposed of at a sanitary landfill.

The Contractor shall maintain monthly tonnage records of total solid wastes generated and solid wastes disposed of at a sanitary landfill. The Contractor shall report said tonnage monthly to the Engineer on a form provided by the Engineer to provide appropriate confirmation documentation from the recycling facility.

All waste is to be transported and disposed of in accordance with all local, state and federal laws and regulations. Removal and disposal of material shall be done by City approved Licensed and

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Franchised Commercial Solid Waste Haulers. This will require the disposal of all materials in accordance with the City’s Construction & Demolition Ordinance, Sections 1082 and 886, which requires the recycling of all C&D materials. The Contractor shall fill out a C&D waste diversion plan meeting the requirements of the C&D Ordinance prior to the start of work, and shall provide proof of recycling at the end of the job. Failure to recycle all eligible C&D material will result in the deduction of $2,500.00 from the final payment to the Contractor. 300-2 UNCLASSIFIED EXCAVATION
300-2.6 Surplus Material [Add the following]:

All surplus material including asphalt, concrete, etc. shall be disposed of in a legal manner, at the expense of the Contractor.
300-3 STRUCTURE EXCAVATION AND BACKFILL
300-3.1 General [Add the following to the first paragraph]:

Footings shall bear on approved undisturbed bearing soil. 300-3.4 Inspection [Add the following after the first paragraph]:

1. Contractor shall provide adequate notice, cooperate with, provide access to their work, obtain samples, and assist testing agency and their representatives in execution of their function.

2. Fill Materials: Contractor shall provide testing of proposed import materials to verify suitability for use, gradation of material, moisture-density relation by ASTM D1557 and percent of organic materials.

3. When, during progress of work, field tests indicate that installed compacted materials do not meet specified requirements, provide additional compaction until specified density is achieved or remove and replace defective materials with new materials as directed by the City Representative. Cost of additional labor, materials, and testing to attain specified density shall be at Contractor's expense.

4. Do not cover or enclose work of this section before obtaining required inspections, tests, approvals, and location recording.

5. Submit reports for testing and inspection of the following, as directed by the City Representative.
a. Subgrade surfaces
b. Footing subgrade
300-3.5 Structure Backfill [Add the following]:

1. All fill material is subject to testing and inspection.

2. Obtain inspection and approval of subgrade surfaces from the City’s Soils Engineer prior to filling operations. Scarify, dry, and compact soft and wet areas; remove and replace unsuitable subgrade materials with an approved compacted fill material. Take corrective measures before placing fill materials.

Page 754 of 1571 ends

1774061.2 SP-37 LH 6909-01/2023

3. Soil stabilization: When exposed subgrade surfaces become spongy during construction operations and soil stabilization is required, stabilize subgrade materials, as directed by the City Representative.

4. Spread approved fill material per Soils Fertility and Agricultural Suitability Report (as provided by Contractor, per Section 212)

8. Compaction:
a. Compact subgrade and fill material of all areas shall be as noted on project soils report. See appendix.
b. Water settling, puddling, and jetting of fill and backfill materials as a compaction method are not acceptable.
c. Maintain moisture content of materials, during compaction operations within required moisture range noted on project soils report. (see appendix) and to the satisfaction of the City’s Soils Engineer to obtain indicated compaction density. d. Provide adequate equipment to achieve consistent and uniform compaction of fill and backfill materials.

SECTION 301- TREATED SOIL SUBGRADE PREPARATION AND PLACEMENT OF BASE

MATERIALS
301-2 UNTREATED BASE
301-2.1 General Crushed Aggregate Base (Cab)
A. Crushed Aggregate Base shall be placed to the lines and grades shown on the plans and in accordance with the methods of Section 301-2 of the Standard Specifications.

Prior to placement of Crushed Aggregate Base, the subgrade soils shall be processed to a minimum depth of 6-inches, moisture-conditioned, and re-compacted to a minimum depth of 90 percent relative compaction.

B. Payment
The contract price paid per ton for CRUSHED AGGREGATE BASE shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals and for doing all work involved to place CRUSHED AGGREGATE BASE, complete in place, including scarify six (6) inches, moisture condition, and prepare subgrade to a 90% compaction, as shown on the plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer.

SECTION 302 - ASPHALT SURFACING
302-6 PORTLAND CEMENT CONCRETE PAVEMENT
302-6.4 Concrete Finishes [Add the following]:

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1774061.2 SP-38 LH 6909-01/2023

1. General. Unless otherwise specified in this Subsection, retardant finish, broom, and steel trowel finish concrete used in the hardscape areas shall be constructed of concrete prepared as prescribed in Subsection 201-1. Portland Cement Concrete Pavement shall be constructed in accordance with Section 302-6 “Portland Cement Concrete Pavement’” except as modified herein.

2. Job Sample. Contractor shall pour and finish a 6' x 6' square sample of each concrete finish and color using the specified materials and construction techniques. Each sample shall include final finish color as specified, sawcut joints, expansion joints, and shall meet with the City's approval prior to placing any production concrete. Production pours are not acceptable as field samples. Sample 6’ x 6’ concrete panels shall be prepared by Contractor for City’s review three weeks prior to scheduled production pours. Samples not meeting with City’s satisfaction shall be repoured and finished at no cost to City.

Note: Basketball court concrete slab shall be cured. Contractor shall fill, patch or remove and replace all holes, cracks, abnormalities and non-uniform surfaces on the existing courts. Contractor shall review concrete preparation specification with basketball court surfacing provider, City inspector, and installer prior to construction or refurbishing of the basketball court slabs.

3. Subgrade Preparation: All soil material used as compacted fill or material processed in place or used to backfill trenches should be moistened, dried, or blended as necessary to achieve moisture conditioning as prescribed in project goals report as prepared by the soils engineer of record.

In expansive soil areas, the subgrade under any sidewalks and flatwork shall be scarified to a depth of at least eight (8) inches and moisture shall be applied to maintain free water on the surface for at least 24 hours prior to placing concrete and the subgrade shall then be prepared without compactive effort.
302-6.8 Measurement and Payment. Payment for all concrete work will be made as part of the lump sum contract price and no additional compensation will be allowed.

SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION
303-1 CONCRETE STRUCTURES
303-1.1 General [Add the following paragraphs]:

Concrete structures shall conform to the provisions of the Standard Specifications and herein.

Reinforcing steel shall be Grade 60 billet steel conforming to ASTM A615.

The surfaces of all concrete structures shall receive a smooth trowel finish, unless otherwise specified on plans.

The Contractor shall furnish all labor, tools and materials to construct reinforced Portland Cement Concrete structures and appurtenant work to grades and dimensions shown on the Plans or staked in the field. The Contractor shall submit method and sequencing for placement of P.C.C. for the City's Representative approval at least ten (10) working days prior to commencement of work.

Page 756 of 1571 ends

1774061.2 SP-39 LH 6909-01/2023
Unless otherwise specified, transverse construction joints shall be placed in all reinforced sections at intervals of not less than ten (10) feet or more than fifty (50) feet. The joints shall be in the same plane for the entire structure and, for concrete thickness greater than 6-inches, shall be keyed as directed by the City’s Representative.
303-1.3 Forms [Add the following paragraphs]:

Forms shall be braced to withstand the pressures developed and shall be tight to prevent the loss of mortar. Formed wall surface shall be free of any unevenness greater than 1/4-inch when checked with a 10-foot straight edge.

Concrete in walls with side slopes flatter than 3/4:1 shall be placed on suitable material which has been overfilled, compacted, and trimmed to true grade. Backforms shall be used where the side slope is 3/4:1 or steeper.

A clear non-staining form release agent which will not discolor nor affect the surface texture of the concrete and does not react with any ingredients of the concrete shall be used. The cost of Furnishing and Placing Form Release agent shall be included in the cost of Portland Cement Concrete.

All form work for concrete construction (mow curbs, paving, concrete curbs, gutters, walls, etc) shall be reviewed and approved by Owner prior to pouring of concrete. 303-1.7 Placing Reinforcement.
303-1.7.1 General [Add the following paragraph]:

Aluminum and plastic supports for reinforcement shall not be used.

Bars shall be accurately spaced as shown on the Plans and spacing of first bar immediately adjacent to transverse construction joint shall be one-half the required spacing shown on the Plans. In no case shall the clear distance between parallel bars be less than 2-1/2 diameters of the bar, or a minimum of 2-inches. Unless otherwise shown on Plans, embedment of reinforcing steel (other than stirrups and spacers) shall be 1-1/2 inches clear depth for #8 bars or smaller, and shall be 2-inches clear for #9 bars and larger. Where placement of reinforcing steel requires alternate bars of different size embedment, requirements shall be governed by the larger bar.

Stirrups and spacers shall be embedded not less than 1-inch clear depth.

Measurement of embedment shall be from the outside of the bar to the nearest concrete face.

Tack welding or butt welding of reinforcing bars will not be permitted. 303-1.7.2 Splicing. [Add the following paragraph]:

Reinforcing bars may be continuous at locations where splices are shown on the plans, at the option of the Contractor. The location of splices, except where shown on the Plans, shall be determined by the Contractor, based upon using available commercial lengths where applicable.

Splices shall consist of placing the reinforcing bars in contact and wiring them together in such a manner as to maintain the alignment of the bars and to provide minimum clearances.

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1774061.2 SP-40 LH 6909-01/2023
No lapped splices will be permitted at locations where the concrete section is not sufficient to provide a minimum clear distance of 2-inches between the splice and the nearest adjacent bar.

The clearances to the surface of the concrete shall not be reduced. Length of lapped splices shall be as noted on drawings.

Splices of tensile reinforcement at points of maximum stress shall be avoided; however, any deviation from splices shown on the Plans shall be approved by the City’s Representative. 303-1.8 Placing Concrete
Verify the location of all concrete flat work, lighting pole bases and planter concrete curbs with plan to be submitted by concrete contractor for review and approval by landscape architect prior to installation.
303-1.8.1 General [Add the following paragraph]:

Upon request, Contractor shall be provided with digital site plan prepared in an AutoCAD format for their use in providing the survey and staking of all proposed improvements. Contractor to provide on site digital survey crew to locate and stake all proposed improvements prior to construction. Contractor to submit request to City for digital AutoCAD file a minimum of 72 hours prior to scheduled survey staking.

The Contractor shall exercise caution in placement of concrete in walls and congested areas to ensure proper consolidation and that there are no voids, and protection of waterstops in position.

Adequate provisions shall be made for visual inspection of concrete placement, consolidation and waterstop protection. Pouring of walls in lifts, use of smaller maximum aggregate sizes, or other methods as necessary may be proposed by the Contractor and will be permitted only after evaluation by the City Representative.

A representative of Southern California Geotechnical, Inc., the project geotechnical engineers, shall be notified a minimum of 72 hours in advance of the Musco Sports Lighting and ball containment netting foundation installation to inspect and verify that the soil design parameters are met. Concrete shall be placed immediately after completion of excavation and inspection by the geotechnical engineer. No excavations shall be left unprotected or open overnight. 303-1.9.2 Ordinary Surface Finish. [Add the following paragraph]:

Ordinary Surface Finish shall not apply to rock pockets which, in the opinion of the City Representative, are of such extent or character as to affect the strength of the structure materially or to endanger the life of the steel reinforcement. In such cases, the City Representative may declare the concrete defective and require the removal and replacement of the structure affected. 303-1.10 Curing. [Amend first paragraph with the following]:

Exposed concrete surfaces shall be sprayed with Type 2 curing compound at a uniform rate of one gallon per 150 square feet.
303-1.11 Payment [Replace paragraph one with the following]:

Portland Cement Concrete structures shall be included in the lump sum contract price and shall include full compensation for furnishing all labor, materials, tools and equipment and doing all work required to construct the structure in conformity with the plans and specifications.

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1774061.2 SP-41 LH 6909-01/2023
Should the Contractor request and obtain permission to use admixtures for his own benefit, he shall furnish such admixtures and incorporate them in the concrete mixture at his expense, and no additional compensation will be allowed therefor.

Should the City Representative direct the Contractor to incorporate any admixtures in the concrete when their use is not required by these specifications, furnishing the admixtures and adding them to the concrete will be paid for as Extra Work a provided in Subsection 3-3, as amended by these Special Provisions.
303-4.1.4.1 Sealants and Waterproofing

1. Sealants
All exposed plastered, masonry constructed walls shall receive “Allguard” Concrete Masonry Sealer as manufactured by Down Corning, or City approved equal. Application shall be one (1) gallon per 100 s.f. Provide 4′ x 4′ sample mock up of sealed material prior to production applications.

2. Waterproofing
All retaining masonry walls and masonry planters are to receive a waterproofing membrane (Miradri 860) and a protective membrane (Miradri Protection Course 200V), or City approved equal. Application shall be manufacturer’s recommendations.
303-5 CONCRETE CURBS, CONCRETE PAVING, CONCRETE SEATING, WALKS, GUTTERS, ACCESS RAMPS, AND DRIVEWAYS.
303-5.1 Requirements
303-5.1.1 General [Add the following paragraph]:

Concrete curbs, ramps, and walks shall conform to the Standard Specifications and supplied herein in conjunction with Construction Document Plans and Details. 303-5.2 Forms
303-5.2.1 Standard Form [Add the following]:

1. Use flexible metal, 1" lumber or plywood forms to form radius bends.

2. Install, align and level forms, stake, and brace forms in place. Maintain following grade and alignment tolerances except where accessibility concerns would bring noncompliance if tolerances were allowed. a. Top of Form: Maximum 1/8” in 10’0”.
b. Vertical Face: Maximum 1/8” in 10’0”.

3. The Contractor shall include all fine grading and compaction with regard to setting forms during concrete placement.

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1774061.2 SP-42 LH 6909-01/2023

4. The Contractor shall notify City a minimum of 36 hours in advance of scheduled form board review. All form work for hardscape construction (mow curbs, concrete paving, curbs, gutters, walls, etc.) shall be reviewed and approved by City Representative prior to pouring of concrete.
303-5.3 Placing Concrete. ADD the following:

The top and face of the finished concrete surfaces shall be true and straight, of uniform width and free of humps, sags, or other irregularities. The finished concrete surface shall not vary more than 0.02’ (6 mm) from a 10’ (3 meter) straight edge, except at grade changes or curves. No freestanding water will be permitted on slope over 1%. No freestanding water deeper than 1/16” (1.5 mm) will be permitted on slopes of less than 1%.

Concrete placed immediately before rain shall be protected to prevent rainwater from coming in contact with it. Sufficient protective covering shall be kept on hand at all times for this purpose. 303-5.4 Joints
303-5.4.1 General [Add to the first paragraph]:

1. Provide expansion joints using pre-molded joint filler at concrete work abutting curbs, walks, and other fixed objects.
a. Locate expansion joints as indicated. When not indicated, provide joints at maximum 24’-0” on center for curbs and walks. Align expansion joints in abutting curbs and walks. Expansion joint material shall be as noted on drawings and shall extend to full depth of concrete section.
b. Install joint fillers full-width and depth of joint. Recess top edge below finish to receive sealants as indicated on construction details.
c. Provide joint fillers in single lengths for the full slab width, whenever possible.

Fasten joint filler sections together when multiple lengths are required. d. Where intersecting joints occur join top edge and continue any spliced joints without deviation of form line or direction.
e. Protect the top edge of the joint filler during concrete placement. f. Control joints shall be provided to a depth equal to 1/3 the thickness of the concrete pour.
303-5.9 Measurement and Payment [Add the following to this section]:

Payment for concrete work will be made as part of the contract lump sum price and no additional compensation will be allowed.

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1774061.2 SP-43 LH 6909-01/2023
SECTION 312 – WATER POLLUTION CONTOL
312.6 WATER POLLUTION CONTROL
312.6.1 General. The Contractor shall conform to all applicable local, state and Federal regulations and laws pertaining to water pollution control. The Contractor shall conduct and schedule its operations, and follow and implement best management practices in such a manner as to prevent water pollution. The Contractor shall also conform to the following requirements:
a) Sediments shall not be discharged to a storm drain system or receiving waters. b) Sediments generated on the Work site shall be contained on the Work site using appropriate BMPs.
c) No construction-related materials, waste, spill, or residue shall be discharged from the Work site to streets, drainage facilities, receiving waters, or adjacent property by wind or runoff. d) Non-storm water runoff from equipment, vehicle washing, or any other activity shall be contained within the Work site using appropriate BMPs.
e) Erosion shall be prevented. Erosion susceptible slopes shall be covered, planted or otherwise protected in a way that prevents discharge from the Work site. 312.6.2 Best Management Practices (BMPs). The Contractor shall implement and maintain such BMPs as are relevant to the Work, and as are specifically required by the Plans or Special Provisions. The Contractor shall be responsible throughout the duration of the Contract for installing, constructing, inspecting, maintaining, removing and disposing of BMPs for wind erosion control, tracking control, erosion and sediment control, non-storm water control, and waste management and materials pollution control. Unless otherwise directed by the Engineer, the Contractor shall be responsible for BMP implementation and maintenance throughout any temporary suspension of the Work.

SECTION 314 – PLAYGROUND EQUIPMENT INSTALLATION
The Contractor shall install the following equipment per the manufacturer’s recommendation and per the plan. Play equipment shall be as manufactured by Landscape Structure (No Substitutions) and as provided by Coast Recreation, contact: Allison Hepburn (714) 619-0100.

The Contractor will supply to the City, State, and Federal installation guidelines, standards, and recommendations. The letter will be submitted prior to release of final payment. Minimum guarantees and terms of the guarantee shall be reviewed and approved by City staff prior to modifications and new installations occurring. The Contractor will also supply to the City a letter from the playground manufacturer stating that all installed equipment complies with ADA and CPSC Guidelines and Standards. Playground manufacturer to provide insurance certificate naming the “City of Laguna Hills”, its agents and employees as additionally insured with respect to the manufacturing and installation of Cabot Park play equipment.” Playground equipment installation must be performed by a Landscape Structures “Certified” Installer. Contact Landscape Structures for a list of certified installers.

Play Equipment as specified on the plans.
314-1 RESILIENT PLAYGROUND SURFACING

1. The Contractor shall provide all services and products to ensure a complete installation of resilient playground surfacing.

2. The resilient surfacing shall conform to ASTM-F-1292-91, ASTM-F-35586 Class A Flame spread, ASTM E108.

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1774061.2 SP-44 LH 6909-01/2023

3. Thickness of resilient surfacing must match fall heights of proposed play equipment per Consumer Product Safety Commission.

4. Sub-base preparation, concrete base, thickened edges, and drainage including any necessary excavation will be the sole responsibility of the Contractor and shall be included in the square footage cost for resilient surfacing.

5. Concrete curbing must be installed below grade to confine the resilient surfacing and will be installed per plans.

6. Concrete sub-base shall be installed under all resilient surfacing as specified on plans and details.

7. Compaction of sub-grade material shall be at 90% minimum.

8. Compacted sub-grade shall be graded as noted on civil plans.

9. Resilient surfacing will be poured in place and its intended use will be for a shock absorbing surface under and around playground equipment.

10. The resilient surfacing will be porous, seamless, and capable of installing at various thicknesses.

11. Resilient surfacing is a two layer system consisting of a cushion layer covered by a weather resistant wearing layer.

12. Cushion Course: per specifications of “Spectraturf.” The resilient surfacing shall be a minimum installed thickness as specified below: Finish surface of wearing course shall be level.

Overall Thickness Critical Fall Height
1-3/4” 4’
2-1/2” 5’
3” 6’ and 7’
3-1/2” 8’
4” 9’
4-1/2” 10’
5-1/2” 12’

13. Wearing course per Specifications of “Spectraturf.” The wearing course shall be an installed thickness of 3/8”. The binder for rubber particles shall be aliphatic.

14. Wearing course shall be hand troweled to produce an even, uniform surface. All edges to be transitioned to a beveled or flush condition.

15. A ten-year guarantee against defects in materials and workmanship must be provided in writing, by the Contractor, to the City prior to project completion.

16. Install “Spectraturf.” Resilient surfacing available from:

Spectraturf
Contact: Spectraturf
Phone: (800) 875-5788
Substitutions:

Page 762 of 1571 ends

1774061.2 SP-45 LH 6909-01/2023
Submit 2’ x 2’ sample and specifications for consideration a minimum of ten (10) days prior to bid opening.

PART 9 – SITE FURNISHINGS
SECTION 900 – SITE FURNISHINGS
900-1 GENERAL REQUIREMENTS
900-1.1 General
Examine Plans and Specifications and include all miscellaneous metal, which is specified in other Sections. Provide all connections, anchors, bolts, and other fastenings as required. Perform all cutting, punching, drilling, and tapping required for proper assembly of the work. All installations shall be done in accordance to manufacturer’s specifications. 900-1.2 Shop Drawings

1. Submit shop drawings of all work herein showing layouts, sizes, and methods of construction and installation, including sizes and types of all fastening devices.

2. Codes
Materials and work shall conform to the governing Building Code. In case of conflict between these Specifications and the Building Code, the more stringent shall govern.

3. Delivery
Ensure that items to be set in concrete are delivered at the proper time.

4. Measurements
Verify all dimensions by taking field measurements. Proper fit and attachment of all items are required.

5. Coordination
Coordinate with other trades to effect prompt delivery of all materials needed for erection or installation. Identify all bolts or other loose materials.

6. Storage
Store materials in dry, protected areas. Protect from rusting, bleaching, and other damage. Remove any damaged items from site and replace at no cost to the City’s representative.

7. Certifications
Furnish to the City’s representative copies of all material certifications. 900-2 SITE FURNISHINGS
900-2.1 Receptacles

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1774061.2 SP-46 LH 6909-01/2023
‘Greenfield’ series waste receptacle, model #QR-GF2832W-A24 in natural color with craftsman etch texture and black steel funnel trash lid, by QCP, (866)703-3434.

Surface mount per manufacturer’s recommendations.
900-2.2 Seating Furnishings
ADA concrete picnic table, model #Q-LBT102PTADA, in natural color with craftsman etch texture, by QCP, (866)703-3434. Surface mount per manufacturer’s recommendations.
‘Palm’ series bench, model #Q1-PS84B in natural color with craftsman etch texture, by QCP, (866)703-3434. Surface mount per manufacturer’s recommendations. 900-2.3 Drinking Fountain
Hi/lo drinking fountain / bottle filler, model #10145SM, color to be green, by Most Dependable Fountains, (800)552-6331. See civil engineering plan for connection to sump. Surface mount per manufacturer’s recommendations.

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1774061.2
Appendix A – Water Pollution Control Plan Template

Page 765 of 1571 ends

1774061.2
Appendix B – CABOT PARK REHABILITATION Project Plans

Page 766 of 1571 ends

1774061.2
Appendix C – Certification Status Change

Page 767 of 1571 ends

0 10 20
NORTH
40 August 12, 2026
LEGEND

NEW DRINKING FOUNTAIN WITH DOG

BOWL AND PAVING REPLACEMENT TO

BE ADA COMPLIANT

NEW PARK SIGN

ENTRY CONCRETE PATH REMOVED AND

REPLACED TO BE ADA COMPLIANT

ACCESS TO PLAYGROUND RELOCATED

DUE TO ADA COMPLIANCE

UPDATE PLAYGROUND ZONE, SEE

ENLARGEMENT

REMOVE EXISTING CREEK AND
FILL AREA WITH DIRT. INSTALL

UNDERGROUND DRAIN LINE FROM

CREEK SOURCE TO EXISTING STORM

DRAIN LOCATION

NEW PICNIC TABLES, TRASH

RECEPTACLES, BBQS AND BENCHES -
ADDITIVE ALTERNATE BID #2

HILLSIDE EROSION CONTROL

IMPROVEMENTS - ADDITIVE
ALTERNATE BID #3

NEW PLAYGROUND SEATING BENCHES
- ADDITIVE ALTERNATE BID #4
1 2
3 CITY OF LAGUNA HILLS - EL CONEJO PARK
Landscape Design - Construction Documents

OVERALL DESIGN PLAN
4 5
6 7
7 6
5 4
3 2
1 8
4 6
5 8
8

Page 768 of 1571 ends

0 5 10
NORTH
20 August 12, 2026
LEGEND
5-12 TREE HOUSE STRUCTURE
2-5 SMALL TREE HOUSE STRUCTURE
3 BAY SWINGS
2-5 BOUNCER
5-12 SPINNER

PLAYGROUND ENCLOSURE RAILING

NEW PATHWAYS TO BE ADA COMPLIANT

NEW PARK SIGN
1 2
3 CITY OF LAGUNA HILLS - EL CONEJO PARK
Landscape Design - Construction Documents
LEGEND

PLAYGROUND RUBBERIZED SURFACING

DRINKING FOUNTAIN WITH PET BOWL

NEW PICNIC TABLES, TRASH

RECEPTACLES, BBQS AND BENCHES -
ADDITIVE ALTERNATE BID #2

NEW PLAYGROUND SEATING BENCHES -
ADDITIVE ALTERNATE BID #4
9 PLAYGROUND ENLARGEMENT - BASE BID
4 5
6 1
2 3
4 5
6 7
8 10
11 11
1 2
2 1
3 7
1 7
8 12
10 7
7 11
11 12
12 9
9 DRINKING FOUNTAIN WITH DOG BOWL PRECAST CONCRETE TABLES PRECAST CONCRETE BENCH 9 2 3 5
4 9
9

Page 769 of 1571 ends

0 10 20
NORTH
40 August 12, 2026
LEGEND

NEW DRINKING FOUNTAIN WITH DOG

BOWL AND PAVING REPLACEMENT TO

BE ADA COMPLIANT

ALTERNATE PARK SIGN - ADDITIVE
ALTERNATE BID #5

ENTRY CONCRETE PATH REMOVED AND

REPLACED TO BE ADA COMPLIANT

ACCESS TO PLAYGROUND RELOCATED

DUE TO ADA COMPLIANCE

UPDATE PLAYGROUND ZONE, SEE

ENLARGEMENT

REMOVE EXISTING CREEK AND
FILL AREA WITH DIRT. INSTALL

UNDERGROUND DRAIN LINE FROM

CREEK SOURCE TO EXISTING STORM

DRAIN LOCATION

NEW PICNIC TABLES, TRASH

RECEPTACLES, BBQS AND BENCHES -
ADDITIVE ALTERNATE BID #2

HILLSIDE EROSION CONTROL

IMPROVEMENTS - ADDITIVE
ALTERNATE BID #3

NEW PLAYGROUND SEATING BENCHES
- ADDITIVE ALTERNATE BID #4
1 2
3 CITY OF LAGUNA HILLS - EL CONEJO PARK
Landscape Design - Construction Documents - Additive Alternate Bid #1

OVERALL DESIGN PLAN
4 5
6 7 7
6 5
4 3
2 1
8 4
6 5
8 8

Page 770 of 1571 ends

0 5 10
NORTH
20 August 12, 2026
LEGEND (ADDITIVE ALTERNATE BID #1)
5-12 TREE HOUSE STRUCTURE
2-5 SMALL TREE HOUSE STRUCTURE
3 BAY SWINGS
2-5 BOUNCER

PLAYGROUND ENCLOSURE RAILING

NEW PATHWAYS TO BE ADA COMPLIANT

ALTERNATE PARK SIGN - ADDITIVE
ALTERNATE BID #5
1 2
3 CITY OF LAGUNA HILLS - EL CONEJO PARK
Landscape Design - Construction Documents - Additive Alternate Bid #1 LEGEND

PLAYGROUND RUBBERIZED SURFACING

DRINKING FOUNTAIN WITH PET BOWL

NEW PICNIC TABLES, TRASH

RECEPTACLES, BBQS AND BENCHES -
ADDITIVE ALTERNATE BID #2

NEW PLAYGROUND SEATING BENCHES -
ADDITIVE ALTERNATE BID #4
8 PLAYGROUND ENLARGEMENT - ADDITIVE ALTERNATE BID #1
4 5
6 1
2 3
4 5
6 7
10 10
6 7
11 6
6 10
10 11
11 8
8 5-12 STRUCTURE - ADDITIVE ALTERNATE BID #1

A LT E R N AT E PA R K S I G N - A D D I T I V E
ALTERNATE BID #5
9 9
PLAYGROUND DESIGN - ADDITIVE ALTERNATE BID #1
2-5 STRUCTURE - ADDITIVE ALTERNATE BID #1
7 1
1 3
2 2
8 4
8 8

Page 771 of 1571 ends

SJESNONE TITLE SHEET L-100 LICENSEDLANDSCAPEARCHITECTSIGNATURE ERICJ.STERLING#5463 DATE RENEWAL DATE 04/2027 I A RN I FO OF CAL E TATS 04/13/26 Landscape Architect No Date Description DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com Consultant Client Revisions Project No Drawn Checked Date Scale Sheet Title Sheet No ® Know what's below. Call before you dig.

EL CONEJO
PARK
25601 El Conejo Ln,
Laguna Hills, CA 92653
Laguna Hills Public Works 24035 El Toro Road Laguna Hills, CA 92653 24-019E 04/14/26 EL CONEJO PARK RENOVATION PROJECT 25601 EL CONEJO LANE, LAGUNA HILLS, CA 92653 BASE SHEET PREPARED FROM CIVIL BACKGROUNDS RECEIVED APRIL 13, 2026. PLAN NOTEOwner City of Laguna Hills 24035 El Toro Road Laguna Hills, CA 92653 Contact: Joe Ames Phone: (949) 707-2615 INDEX OF DRAWINGS SHEET SHEET TITLE L-100 D-1 D-2 G-1A G-1B G-2 G-3 EC-1A EC-1B EC-2 L-200 L-250 L-300 L-301 L-302 L-600 L-610 L-620 L-630 L-700A L-700B L-700C L-701 L-702 L-750 L-751 L-800 L-801 L-901 L-902 L-950 SEQ12345678910111213141516171819202122232425262728293031 TITLE SHEET DEMOLITION PLAN DEMOLITION PLAN GRADING PLAN - BASE BID GRADING PLAN - ADDITIVE BID GRADING PLAN GRADING PLAN EROSION CONTROL PLAN - BASE BID EROSION CONTROL PLAN - ADDITIVE BID EROSION CONTROL PLAN ACCESSIBILITY PLAN TREE PRESERVATION PLAN CONSTRUCTION MATERIALS SCHEDULE CONSTRUCTION PLAN - BASE BID CONSTRUCTION PLAN - ADDITIVE BID CONSTRUCTION DETAILS - FLATWORK CONSTRUCTION DETAILS - WALLS CONSTRUCTION DETAILS - METALWORK CONSTRUCTION DETAILS - MISC. IRRIGATION LEGEND AND NOTES IRRIGATION NOTES AND WATER USE DATA IRRIGATION DEMO PLAN IRRIGATION MODIFICATION PLAN - BASE BID IRRIGATION MODIFICATION PLAN - ADDITIVE BID IRRIGATION DETAILS IRRIGATION DETAILS PLANTING SCHEDULE AND NOTES TREE PLANTING PLAN SHRUB PLANTING PLAN - BASE BID SHRUB PLANTING PLAN - ADDITIVE BID PLANTING DETAILS VICINITY MAP PROJECT LOCATION N.T.S. LOCATION MAP PROJECT LOCATION NORTH Civil Engineer DMS Consultants, Inc. 12371 Lewis St., Suite 203 Garden Grove, CA 92840 Contact: - Surender Dewan Phone: (714) 740-8840 [email protected] Landscape Architect DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 Contact: Shaun Johnson Phone: (714) 641-1300 [email protected] Geotechnical Engineer Global Geo-Engineering, Inc. 3 Corporate Park, Suite 270 Irvine, CA 92606 Contact: - Mohan Upasani Phone: (949) 221-0900 [email protected] SURVEY INFORMATION BASIS OF BEARINGS The Bearing shown heron are based on the Bearing between OCS Horizontal control station GPS NO.7681 and Station GPS NO. 7682 Being North 40deg 53'55" West per records on File in the Office of Orange County Surveyor N.T.S. NORTH DEFERRED SUBMITTALS REQUIRED DEFERRED SUBMITTALS SHALL BE REQUIRED FROM THE MANUFACTURER AND/OR SUPPLIER OF THE FOLLOWING PARK FEATURES INCLUDING ALL ANCHORING AND FOUNDATION DETAILS: 1. PLAYGROUND EQUIPMENT NOTE: THE ABOVE ITEMS REQUIRING A DEFERRED SUBMITTAL SHALL REQUIRE SEPARATE PERMITS AND PLAN CHECK PRIOR TO INSTALLATION.

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T R T R R T R T SJES1"=20'-0" ACCESSIBLITY PLAN L-200 LICENSEDLANDSCAPEARCHITECTSIGNATURE ERICJ.STERLING#5463 DATE RENEWAL DATE 04/2027 I A RN I FO OF CAL E TATS 04/13/26 Landscape Architect No Date Description DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com Consultant Client Revisions Project No Drawn Checked Date Scale Sheet Title Sheet No ® Know what's below. Call before you dig.

EL CONEJO
PARK
25601 El Conejo Ln,
Laguna Hills, CA 92653
Laguna Hills Public Works 24035 El Toro Road Laguna Hills, CA 92653 24-019E 04/14/26 ACCESSIBLE ROUTE OF TRAVEL · WALKWAYS TO BE A MINIMUM 48" WIDE. · WALKWAYS AND RAMPS SHALL NOT EXCEED 2% CROSS SLOPE. · RAMPS WITHOUT HANDRAIL SHALL NOT EXCEED 5% SLOPE IN THE DIRECTION OF TRAVEL. · RAILING SHALL BE PROVIDED FOR ALL RAMPS GREATER THAN 5%. · 8.333% MAXIMUM GRADE ON RAMPS WITH RAILS. · LANDING AT THE TOP OF RAMPS SHALL BE A MINIMUM OF 60" X 60" WITH LESS THAN 2% SLOPE IN ALL DIRECTIONS. · INTERMEDIATE LANDINGS SHALL BE PROVIDED ON RAMPS AND SHALL BE A MINIMUM OF 60" IN LENGTH WITH LESS THAN 2% SLOPE IN ALL DIRECTIONS. · LANDINGS SHALL BE PROVIDED AT THE BOTTOM OF RAMPS AND SHALL BE 72" IN LENGTH WITH LESS THAN 2% SLOPE IN ALL DIRECTIONS. · RAMPS WITH TURNING PLATFORMS SHALL HAVE LANDINGS 72" IN LENGTH WITH LESS THAN 2% SLOPE IN ALL DIRECTIONS. · CURB RAMPS SHALL HAVE A MINIMUM 4' LANDING AS WIDE AS THE RAMP AND WITH LESS THAN 2% SLOPE IN ALL DIRECTIONS. · ALL DRINKING FOUNTAINS SHALL BE ACCESSIBLE AND LOCATED OUT OF THE PATH OF TRAVEL. · SYMBOL REPRESENTS A 3' X 4' CLEAR SPACE FOR ADA COMPANION SEATING. SCALE: 1" = 20'-0" NORTH 0 5' 10' 20' 40' LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK
EL CANEJO LN. C R E E K D R .

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SJES1"=10'-0" TREE PROTECTION PLAN L-250

LICENSEDLANDS
C

APEARCHITECTSIGNATURE
ERICJ.STE
R
LING#5463 DATE RENEWAL DATE 04/2027
I A
RN
I FO
OF
C
A
L
E TATS 04/13/26
Landscape Architect No Date Description DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com Consultant Client Revisions Project No Drawn Checked Date Scale Sheet Title Sheet No ® Know what's below. Call before you dig.

EL CONEJO
PARK
25601 El Conejo Ln,
Laguna Hills, CA 92653
Laguna Hills Public Works 24035 El Toro Road Laguna Hills, CA 92653 24-019E 04/14/26 KEYMAP PORTION 1 PORTION 2 PORTION 1 PORTION 2 0 5' 10' 20'
SC
ALE: 1" = 10'-0" NORTH TREE DISPOSITION LEGEND THE CONTRACTOR WILL BE RESPONSIBLE TO PROTECT THE IDENTIFIED TREES AND TO PROVIDE THE NECESSARY TREE CARE & MAINTENANCE, INCLUDING WATER, DURING CONSTRUCTION. ROOT PRUNING WILL NOT BE PERMITTED UNLESS APPROVED BY THE CITY AND THE ACTION IS TAKEN ONLY WHEN THE CITY REPRESENTATIVE IS PRESENT. TREE TO BE REMOVED. REMOVE TREE ENTIRELY AND STUMP GRIND TO A DEPTH OF 24" BELOW FINISH GRADE OR TO A DEPTH THAT WILL NOT CONFLICT WITH THE NEW IMPROVEMENTS. 1. ALL TREES TO HAVE CONSTRUCTION FENCE THAT MAXIMIZES THE TREE PROTECTION ZONE AND TO THE DRIPLINE AS INDICATED ON PLAN. SEE DETAIL 1, THIS SHEET. 2. ANY TRENCHING WITHIN THAT TREE PROTECTION ZONE WILL BE DONE BY HAND OR BY JACKING AND BORING. 3. NO GRADING OTHER THAN FINE GRADING TO BE DONE WITHIN THE TREE PROTECTION ZONE. 4. NO EQUIPMENT IS TO BE OPERATED OR PARKED UNDER A TREE, NOR ARE ANY MATERIALS TO BE STORED WITHIN THE TREE PROTECTION ZONE AND WITHIN THE DRIPLINE OF A TREE. 5. IRRIGATION MAINLINE SHALL NOT BE INSTALLED WITHIN THE TREE PROTECTION ZONE AND WITHIN THE DRIPLINE OF A TREE. 6. CHEMICAL HERBICIDES SHALL NOT BE USED WITHIN 10 FT. OF TREE'S DRIPLINE. 7. DO NOT NAIL OR STAPLE MATERIALS OR SIGNS TO TREES. 8. AVOID ANY PONDING BY DRAINING LOW POINTS 9. FERTILIZE & WATER TO MINIMIZE SHOCK AS DIRECTED BY CITY ENGINEER AND CITY ARBORIST. 10. PROVIDE BERM AS NEEDED, NO CLOSER THAN DRIP LINE. 11. DURING CONSTRUCTION, TREES SHALL BE MONITORED TO MITIGATE SHOCK SYMPTOMS IF THEY OCCUR. NOTIFY THE CITY ENGINEER AND CITY ARBORIST. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND MAINTENANCE OF ALL TREES ON SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING TREES AND WASHING DUST OFF FOLIAGE AS NEEDED. 13. FOR CITY ARBORIST, CONTACT CITY ENGINEER. 14. CONTRACTOR TO COORDINATE WITH CITY ARBORIST TO OBTAIN DIRECTION FOR CARE AND PROTECTION OF ALL HERITAGE TREES DURING CONSTRUCTION. THIS MAY INCLUDE RESTRICTIONS OF MACHINERY SIZE, WEIGHT NEAR TREE ROOT SYSTEMS AND PROVIDING A TEMPORARY IRRIGATION SYSTEM. 15. CONTRACTOR IS TO ALSO ENSURE ALL EXISTING IRRIGATION SYSTEMS OUTSIDE LIMIT OF WORK ARE TO REMAIN OPERATION TO PROTECT ALL LANDSCAPE AND EXISTING TREES WITHIN AND OUTSIDE THE LIMIT OF WORK. TREE PROTECTION NOTES EL CANEJO LN.

CREEK DR.

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1/L-600, 2/L-600, 3/L-600, CIVIL DETAILS SHT, G-3 1/L-600, 2/L-600, 3/L-600, CIVIL DETAILS SHT, G-3 SJESNONE CONSTRUCTION MATERIALS SCHEDULE L-300 LICENSEDLANDSCAPEARCHITECTSIGNATURE ERICJ.STERLING#5463 DATE RENEWAL DATE 04/2027 I A RN I FO OF CAL E TATS 04/13/26 Landscape Architect No Date Description DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com Consultant Client Revisions Project No Drawn Checked Date Scale Sheet Title Sheet No ® Know what's below. Call before you dig.

EL CONEJO
PARK
25601 El Conejo Ln,
Laguna Hills, CA 92653
Laguna Hills Public Works 24035 El Toro Road Laguna Hills, CA 92653 24-019E 04/14/26 CODE DESCRIPTION DETAIL MATERIAL/ MANUFACTURER/ SUPPLIER COLOR FINISH/TEXTURE JOINT NOTES CONCRETEPEDESTRIAN CONCRETE PAVING P.I.P. CONCRETE NATURAL GRAY MEDIUM BROOM, MATCH EXISTING PARK PAVING FINISH TOOLED APPLY PENETRATING SEALER, COLOR AND FINISH MATCH EXISTING PARK PAVING AS NECESSARY PLAYGROUND CONCRETE HEADER 5/L-600 P.I.P. CONCRETE NATURAL GRAY MEDIUM BROOM SAWCUT 6" O.C. PER PLAN APPLY PENETRATING SEALER PARK ENTRY RAMP P.I.P. CONCRETE NATURAL GRAY MEDIUM BROOM, MATCH EXISTING PARK PAVING FINISH TOOLED APPLY PENETRATING SEALER, RAMP SLOPE TO BE ADA COMPLIANT, FIELD VERIFY RUBBERIZED SURFACE PLAYGROUND RUBBERIZED SURFACING 4/L-600 ROBERTSON POURED IN PLACE RUBBER - VINCE BRANTLEY 714 904-8219 OR APPROVED EQUAL STANDARD GREEN 45%, BLACK 15%, STANDARD BEIGE 15%, DARK GREEN 25% ALIPHATIC BINDER PER SPECIFICATIONS. W/ THERMAL PLASTIC VULCANIZED WEAR COURSE - THICKNESS PER MANUFACTURER H.I.C. AND PLAY EQUIPMENT REQUIREMENTS. SEE SPECIFICATIONS P-101 P-102 P-103 P-601 PAVING SCHEDULE CODE DESCRIPTION DETAIL MATERIAL/MANUFACTURER/SUPPLIER COLOR FINISH/TEXTURE JOINT NOTES VEHICULAR CURB C-101 RETAINING CURB 3/L-610 P.I.P CONCRETE NATURAL GRAY MEDIUM BROOM - - CURB SCHEDULE CODE DESCRIPTION DETAIL MATERIAL/MANUFACTURER/SUP PLIER QTY. COLOR FINISH/TEXTURE NOTES CONCRETEPARK SIGN - BASE BID 1/L-610 HIGH DENSITY URETHANE (HDU) 1 SEE DETAIL SEE DETAIL PROVIDE BID FOR BOTH OPTIONS SEPERATELY PARK SIGN - ADDITIVE BID 2/L-610 SEE DETAIL 1 SEE DETAIL SEE DETAIL PROVIDE BID FOR BOTH OPTIONS SEPERATELY W-101A W-101B WALL SCHEDULE CODE DESCRIPTION DETAIL MATERIAL/MANUFACTURER/SUPPLIER MODEL NO. COLOR FINISH/TEXTURE NOTES HANDRAILHANDRAIL AT RAMP 1/L-620 GALVANIZED STEEL - NATURAL STEEL GALVANIZED - GUARDRAIL PLAYGROUND ENCLOSURE RAIL 2/L-620 AMERISTAR (888) 333-3422 OR APPROVED EQUAL SEE DETAIL BLACK - - R-101 R-201 RAIL SCHEDULE CODE DESCRIPTION DETAIL MANUFACTURER/SUPPLIER MODEL NO. QTY. COLOR FINISH/TEXTURE NOTES SITE FURNITURE PRECAST PICNIC TABLE QCP CORP.: BRIAN GOTZ (714) 309-6564 OR APPROVED EQUAL Q-LBT72PT 3 LATTE STRATA - ADA PRECAST PICNIC TABLE QCP CORP.: BRIAN GOTZ (714) 309-6564 OR APPROVED EQUAL Q-LBT102PTADA 2 LATTE STRATA INSTALL FOR ADA END ON ACCESSIBLE PATH OF TRAVEL TRASH RECEPTACLE QCP CORP.: BRIAN GOTZ (714) 309-6564 OR APPROVED EQUAL QR-GF2832W-A24 4 LATTE STRATA BLACK STEEL LID RECYCLE RECEPTACLE QCP CORP.: BRIAN GOTZ (714) 309-6564 OR APPROVED EQUAL QR-GF2832W-A24 MOD W/ 1 RECYCLE LOGO INSET PAINTED BLUE/ PMS #289 4 LATTE STRATA BLACK LID WITH WHITE STENCILED RECYCLE LOGO HOT COAL CONTAINER QCP CORP.: BRIAN GOTZ (714) 309-6564 OR APPROVED EQUAL Q-PSHA-2842 1 LATTE STRATA STEEL GRATE, HOT COAL LOGO, ACCESS DOOR BENCH QCP CORP.: BRIAN GOTZ (714) 309-6564 OR APPROVED EQUAL Q2-SLAB-60B 3 LATTE STRATA - CHARCOAL BBQ 2/L-630 DUMOR OR APPROVED EQUAL 21-00 2 BLACK - EMBEDDED DRINKING FOUNTAIN 1/L-630 MDF OR APPROVED EQUAL 10145SM 1 EMERALD GREEN - RECESSED HOSE BID AND LOCK DOOR, BOWL SAND STRAINER, TEMPLATE 10 NS REMOVABLE BOLLARD 3/L-630 DUMOR (800) 598-4018 OR APPROVED EQUAL 401-36-2-S-1SL 1 BLACK - - S-101 S-102 S-103 S-104 S-105 S-106 S-107 S-108 S-109 SITE FURNISHINGS SCHEDULE CODE DESCRIPTION DETAIL MODEL MATERIAL/MANUFACTURER/SUPPLIER COLOR FINISH/TEXTURE NOTES METAL PLAYGROUND 5-12 TREEHOUSE STRUCTURE - BASE BID 1194757-01-04 LSI OR APPROVED EQUAL COAST RECREATION, ALLISON HEPBURN 949.991.0124 2-5 TREEHOUSE STRUCTURE - BASE BID 1194757-01-04 LSI OR APPROVED EQUAL COAST RECREATION, ALLISON HEPBURN 949.991.0124 3 BAY SWING 1194757-01-04 LSI OR APPROVED EQUAL COAST RECREATION, ALLISON HEPBURN 949.991.0124 DOUBLE BOOBLE SPRING RIDER - BASE BID 1194757-01-04 LSI OR APPROVED EQUAL COAST RECREATION, ALLISON HEPBURN 949.991.0124 SPINNER - BASE BID 1194757-01-04 LSI OR APPROVED EQUAL COAST RECREATION, ALLISON HEPBURN 949.991.0124 5-12 PLAYGROUND SIGN - BASE BID 1194757-01-04 LSI OR APPROVED EQUAL COAST RECREATION, ALLISON HEPBURN 949.991.0124 2-5 PLAYGROUND SIGN - BASE BID 1194757-01-04 LSI OR APPROVED EQUAL COAST RECREATION, ALLISON HEPBURN 949.991.0124 5-12 TREEHOUSE STRUCTURE - ADDITIVE BID 1194757-02-02 LSI OR APPROVED EQUAL - - COAST RECREATION, ALLISON HEPBURN 949.991.0124 2-5 TREEHOUSE STRUCTURE - ADDITIVE BID 1194757-02-02 LSI OR APPROVED EQUAL - - COAST RECREATION, ALLISON HEPBURN 949.991.0124 3 BAY SWING - ADDITIVE BID 1194757-02-02 LSI OR APPROVED EQUAL - - COAST RECREATION, ALLISON HEPBURN 949.991.0124 DOUBLE BOBBLE SPRING RIDER - ADDITIVE BID 1194757-02-02 LSI OR APPROVED EQUAL - - COAST RECREATION, ALLISON HEPBURN 949.991.0124 5-12 PLAYGROUND SIGN - ADDITIVE BID 1194757-02-02 LSI OR APPROVED EQUAL - - COAST RECREATION, ALLISON HEPBURN 949.991.0124 2-5 PLAYGROUND SIGN - ADDITIVE BID 1194757-02-02 LSI OR APPROVED EQUAL - - COAST RECREATION, ALLISON HEPBURN 949.991.0124 PE-101 PE-102 PE-103 PE-104 PE-105 PE-106 PE-107 PE-108 PE-109 PE-110 PE-111 PE-112 PE-113 PLAYGROUND EQUIPMENT SCHEDULE CODE DESCRIPTION DETAIL REFERENCE EXISTING CONCRETE PAVING PER CIVIL ENGINEER`S PLANS; PROTECT-IN-PLACE EXISTING SIDEWALK PAVING PER CIVIL ENGINEER`S PLANS; PROTECT-IN-PLACE EXISTING LIGHT POLE PER CIVIL ENGINEER`S PLANS; PROTECT-IN-PLACE EXISTING STORAGE BUILDING PER CIVIL ENGINEER`S PLANS; PROTECT-IN-PLACE EXISTING RETAINING WALL/PLANTER WALL PER CIVIL ENGINEER`S PLANS; PROTECT-IN-PLACE EXISTING BASKETBALL COURT PAVING PER CIVIL ENGINEER`S PLANS; PROTECT-IN-PLACE EXISTING AREA DRAIN PER CIVIL ENGINEER`S PLANS; PROTECT-IN-PLACE EXISTING STORM CATCH BASIN PER CIVIL ENGINEER`S PLANS; PROTECT-IN-PLACE EXISTING UTILITY/PULLBOX PER CIVIL ENGINEER`S PLANS; PROTECT-IN-PLACE EXISTING SITE BOULDERS PER CIVIL ENGINEER`S PLANS; PROTECT-IN-PLACE NEW UNDERGROUND DRAIN LINE PER CIVIL ENGINEER`S PLANS ADA DRINKING FOUNTAIN CLEAR ZONE - ADA BENCH COMPANION SEATING AREA - EXISTING TREE PROTECT IN PLACE NEW AREA DRAIN PER CIVIL ENGINEER`S PLANS EXISTING WOOD MAINTENANCE STAIRS PER CIVIL ENGINEER`S PLANS; PROTECT-IN-PLACE BELOW GRADE PLAYGROUND SURFACING DRAIN PER CIVIL ENGINEER`S PLANS DRAINAGE RIP RAP PER CIVIL ENGINEER`S PLANS NEW BROOKS DRAIN BOX W/ CONCRETE COLLAR AND CURB PER CIVIL ENGINEER`S PLANS NEW STORM DRAIN MANHOLE PER CIVIL ENGINEER`S PLANS CO-101 CO-102 CO-103 CO-104 CO-105 CO-106 CO-107 CO-108 CO-109 CO-110 CO-111 CO-112 CO-113 CO-114 CO-115 CO-116 CO-117 CO-118 CO-119 CO-120 COORDINATION NOTES SCHEDULE ABBREVIATION LEGEND BLDG. BUILDING LCBLDG. CLR. C.I.P. COD.G. DIA. EJEQ. EXIST GAL. HT. ICV L.F. LT BUILDING CENTER LINE CLEAR CAST-IN-PLACE COORDINATION DECOMPOSED GRANITE DIAMETER EXPANSION JOINT EQUAL EXISTING GALLON HEIGHT IRRIGATION CONTROL VALVE LINEAR FEET LIGHT L.O.W. MAX. MIN. N.T.S. N.A.P. O.C. O.C.E.W. O.D. PAP.O.B. P.O.C. QTY. S.F. TYP. U.O.N. LIMIT OF WORK MAXIMUM MINIMUM NOT TO SCALE NOT A PART ON CENTER ON CENTER, EACH WAY OUTSIDE DIAMETER PLANTING AREA POINT OF BEGINNING POINT-OF-CONNECTION QUANTITY SQUARE FEET TYPICAL UNLESS OTHERWISE NOTED 1. ALL SUBGRADE TO BE COMPACTED TO A MINIMUM OF 90%. PAVING SUBGRADE NOTES GENERAL NOTES 1. BASE INFORMATION INCLUDING THE LOCATION OF PROPERTY LINES, EASEMENTS, BUILDINGS, ROADS, AND CURBS HAVE BEEN TAKEN FROM THE CIVIL ENGINEER'S DRAWINGS. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. 2. REFER TO THE CIVIL ENGINEER'S DRAWINGS AND DRY UTILITY DRAWINGS, IF APPLICABLE, INCLUDING STORM DRAIN, SEWER, WATER, ELECTRICAL. 3. VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, TOP AND BOTTOMS OF SLOPES, ROADWAY CURB, AND GUTTERS, UTILITIES, AND OTHER INFORMATION AFFECTING THE SCOPE OF WORK INCLUDED ON THESE DRAWINGS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT'S PLANS, THE CONTRACTOR SHALL CONTACT THE OWNER'S FOR DIRECTION ON HOW TO PROCEED. 4. SITE VISITATION: CONTRACTOR SHALL VISIT THE SITE, EXAMINE EXISTING CONDITIONS FOR THE NEW CONSTRUCTION AND DETERMINE TO ITS SATISFACTION, THE METHODS AND PROCEDURES, REMOVAL AND STORAGE OF MATERIALS, SEQUENCING OF OPERATIONS AND CONDITIONS WHICH AFFECT ITS WORK AND PROBLEMS ATTENDANT HERETO. CONTRACTOR SHALL NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO BIDDING. NO ALLOWANCE WILL BE MADE SUBSEQUENTLY TO THE CONTRACTOR FOR ERRORS THROUGH NEGLIGENCE IN EXAMINING SITE CONDITIONS. 5. BEFORE INSTALLING ALL UNDERGROUND FEATURES (i.e. FENCE FOOTINGS, WALL FOOTINGS, AND SERVICE LINES) VERIFY ALL LOCATIONS OF EXISTING UTILITIES AND COORDINATE WITH CIVIL AND ELECTRICAL DRAWINGS. 6. ALL WALLS, PAVING, AND FENCES SHALL BE INSTALLED IN CONFORMANCE WITH STRUCTURAL ENGINEER'S APPROVED PLANS. 7. CONSTRUCTION SHALL COMPLY WITH THE DRAWINGS OR APPLICABLE BUILDING CODES AND ORDINANCES WHERE THE REQUIREMENTS ARE MORE SPECIFIC OR STRINGENT. 8. COORDINATE WALL, PAVING, MASONRY, WORK WITH ALL DISCIPLINES FOR SLEEVING, CONDUCTS, ANCHOR BOLTS, ETC. 9. ELECTRICAL JUNCTION BOXES FOR LIGHTS AND IRRIGATION VALVE BOXES SHALL BE IN PLANTING AREAS OR AS APPROVED BY OWNER AND LANDSCAPE ARCHITECT. STAKE LOCATIONS BEFORE INSTALLATION FOR OWNER'S AND LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. 10. REFERENCES TO NORTH REFER TO TRUE NORTH. REFERENCES TO SCALE IS FOR FULL-SIZED DRAWINGS ONLY. DO NOT SCALE FROM REDUCED DRAWINGS. 11. REFER TO GEOTECHNICAL SOILS REPORT LATEST EDITION FOR PAVING AND CONCRETE PAVER REINFORCEMENT, SUBBASE, AND SUBGRADE TREATMENT. 12. CONTRACTOR SHALL SURVEY PUBLIC RIGHT OF WAY AND PRIVATE LIMIT OF WORK PER THE CIVIL ENGINEER PLANS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL STAKE LIMIT AND LAYOUT OF LANDSCAPE PAVING LIMITS AND OBTAIN APPROVAL FROM OWNER AND LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT NEW WORK FROM VANDALISM UNTIL THE IMPROVEMENTS HAVE BEEN ACCEPTED BY THE OWNER AND A NOTICE OF SUBSTANTIAL COMPLETION HAS BEEN FILLED. 14. EXCAVATION IN THE VICINITY OF UTILITIES AND EXISTING MATERIALS SHALL BE UNDERTAKEN WITH CARE. THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR HIS WORK. ANY DAMAGE CAUSED BY ANY PERSON, VEHICLE, EQUIPMENT, OR TOOL RELATED TO THE EXECUTION OF THE CONTRACT SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER. 15. PRIOR TO INSTALLATION OF ANY CONSTRUCTION ITEM, FORMS WITH STEEL IN PLACE AND COMPACTED SUBGRADE COMPLETE, SHALL BE OBSERVED AND REVIEWED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 16. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. 17. WHERE DIMENSIONS ARE CALLED AS “EQUAL”, ALL REFERENCED ITEMS SHALL BE SPACED EQUALLY, MEASURED TO THEIR CENTERLINES. 1. ALL DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY IN FIELD 2. ALL DIMENSIONS ARE FROM OUTSIDE FACE OF PAVING, CURBS, WALLS, ETC, UNLESS OTHERWISE NOTED ON PLANS. 3. ALL ANGLES TO BE 90 DEGREES AND ALL LINES OF PAVING AND FENCING TO BE PARALLEL UNLESS OTHERWISE NOTED. MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON THE DRAWINGS. 4. ALL WALKS AND WALLS HAVE SMOOTH, CONTINUOUS CURVES AS INDICATED ON PLANS, UNLESS NOTED OTHERWISE. 5. ALL WALLS, PAVING, AND FENCES SHALL BE INSTALLED IN CONFORMANCE WITH STRUCTURAL ENGINEER'S APPROVED PLANS. 6. PROVIDE ISOLATION TAPE ON ALL STEEL POSTS EMBEDDED INTO CONCRETE. 7. PROVIDE APPROVED JOINTS AS SHOWN ON DRAWINGS. SUBMIT DRAWING INDICATING JOINT LOCATIONS AND DETAIL FOR APPROVAL BY OWNER AND LANDSCAPE ARCHITECT. 8. PROVIDE BUILDING FABRIC ISOLATION JOINT WITH SEALANT WHERE PAVING ABUTS CURBING, BUILDING AND COLUMNS, AND STRUCTURES. VERIFY COLOR OF SEALANT WITH OWNER AND LANDSCAPE ARCHITECT. 9. CONCRETE JOINTING AND FINISHING TO MEET ADA REQUIREMENTS FOR SLIP RESISTANCE AND JOINT WIDTH (3/16” MAX.) OR AS NOTED ON PLANS - 0.6 SLIP RESISTANCE CO-EFFICIENT. PAVING NOTES

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T R T R R T R T T R T R R T R T SJES1"=10'-0" CONSTRUCTION PLAN - BASE BID L-301 LICENSEDLANDSCAPEARCHITECTSIGNATURE ERICJ.STERLING#5463 DATE RENEWAL DATE 04/2027 I A RN I FO OF CAL E TATS 04/13/26 Landscape Architect No Date Description DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com Consultant Client Revisions Project No Drawn Checked Date Scale Sheet Title Sheet No ® Know what's below. Call before you dig.

EL CONEJO
PARK
25601 El Conejo Ln,
Laguna Hills, CA 92653
Laguna Hills Public Works 24035 El Toro Road Laguna Hills, CA 92653 24-019E 04/14/26 KEYMAP PORTION 1 PORTION 2 PORTION 1 PORTION 2 0 5' 10' 20' SCALE: 1" = 10'-0" SEE SHEET L-300 FOR COMPLETE CONSTRUCTION SCHEDULE AND NOTES. NORTH LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK
LIMIT OF WORKCO-105 CO-106 CO-110 S-101 S-103 S-104 CO-105 CO-103 CO-104 S-101 S-104 S-103 S-102 CO-105 S-105 S-107 S-102 S-101 S-103 S-104 CO-101 CO-105 P-601 P-102 CO-105 CO-105 P-102 P-102 P-101 P-601 PA PA PA PA PA PA PA PA PA PAPA PA PA P-101 P-601 S-104 S-103 CO-108 RAMP HANDRAIL 1 R-101 L-620 2 CHARCOAL BBQ L-630 S-107 DRINKING FOUNTAIN 1 S-108 L-630 GRAVEL BASE W/ PLAYGROUND SURFACING 4 L-600 P-601 REMOVABLE BOLLARD 3 S-109 L-630 S-106 S-106 R-201 R-201 R-101 R-101 P-103 P-103 P-601 P-601 P-601 P-102 P-102 P-102 P-102 P-102 P-101 P-101 P-101 P-101 P-101 P-101 P-101 P-101 CO-113 TYP. TYP. CO-110 CO-110 CO-109 CO-108 CO-107 CO-105 CO-103 CO-102 CO-101 CO-101 CO-102 CO-101 CO-102 RETAINING CURB 3 C-101 L-610 C-101 PA PA PA PA PA PA PA TURF TURF TURF TURF TURF PA PA MULCH MULCH MULCH MULCH CO-114 CO-114 CO-114 CO-114 CO-114 CO-114 CO-114 CO-114 CO-114 CO-114 CO-112 CO-115 CO-116 CANEJO EL LN. CO-118 CO-119 CO-120 CO-111 PARK SIGN - BASE BID 1 W-101A L-610 PE-103 PE-107 PE-102 PE-104 PE-105 PE-101 PE-106 PE-101 CONCRETE HEADER AT PLAYGROUND SURFACING 5 P-102 L-600 PLAYGROUND ENCLOSURE RAIL 2 R-201 L-620 R-201

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T R T R R T R T T R T R R T R T SJES1"=10'-0" CONSTRUCTION PLAN - ADDITIVE BIDL-302 LICENSEDLANDSCAPEARCHITECTSIGNATURE ERICJ.STERLING#5463 DATE RENEWAL DATE 04/2027 I A RN I FO OF CAL E TATS 04/13/26 Landscape Architect No Date Description DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com Consultant Client Revisions Project No Drawn Checked Date Scale Sheet Title Sheet No ® Know what's below. Call before you dig.

EL CONEJO
PARK
25601 El Conejo Ln,
Laguna Hills, CA 92653
Laguna Hills Public Works 24035 El Toro Road Laguna Hills, CA 92653 24-019E 04/14/26 KEYMAP PORTION 1 PORTION 2 PORTION 1 PORTION 2 0 5' 10' 20' SCALE: 1" = 10'-0" SEE SHEET L-300 FOR COMPLETE CONSTRUCTION SCHEDULE AND NOTES. NORTH LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK
LIMIT OF WORKCO-105 CO-106 CO-110 S-101 S-103 S-104 CO-105 CO-103 CO-104 S-101 S-104 S-103 S-102 CO-105 S-105 S-107 S-102 S-101 S-103 S-104 CO-101 CO-105 PE-110 P-601 P-102 PE-111 CO-105 CO-105 P-102 P-102 P-101 P-601 PE-109 PE-113 PA PA PA PA PA PA PA PA PA PAPA PA PA PE-112 P-601 P-101 S-104 S-103 CO-108 PLAYGROUND ENCLOSURE RAIL 2 R-201 L-620 CONCRETE HEADER AT PLAYGROUND SURFACING 5 P-102 L-600 RAMP HANDRAIL 1 R-101 L-620 2 CHARCOAL BBQ L-630 S-107 DRINKING FOUNTAIN 1 S-108 L-630 GRAVEL BASE W/ PLAYGROUND SURFACING 4 L-600 P-601 REMOVABLE BOLLARD 3 S-109 L-630 S-106 S-106 R-201 R-201 R-101 R-101 PE-108 PE-108 P-103 P-103 P-601 P-601 P-601 P-102 P-102 P-102 P-102 P-102 P-101 P-101 P-101 P-101 P-101 P-101 P-101 P-101 CO-113 TYP. TYP. CO-110 CO-110 CO-109 CO-108 CO-107 CO-105 CO-103 CO-102 CO-101 CO-101 CO-102 RETAINING CURB 3 C-101 L-610 C-101 PA PA PA PA PA PA PA TURF TURF TURF TURF TURF PA PA MULCH MULCH MULCH MULCH CO-114 CO-114 CO-114 CO-114 CO-114 CO-114 CO-114 CO-114 CO-114 CO-114 CO-112 CO-115 CO-116 CANEJO EL LN. CO-118 CO-119 CO-120 CO-111 PARK SIGN - BASE BID 1 W-101A L-610 CO-117 TYP. CO-117 TYP. CO-117 TYP.

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SJESAS SHOWN CONSTRUCTION DETAILS - FLATWORK L-600 LICENSEDLANDSCAPEARCHITECTSIGNATURE ERICJ.STERLING#5463 DATE RENEWAL DATE 04/2027 I A RN I FO OF CAL E TATS 04/13/26 Landscape Architect No Date Description DVDCreative 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 714.641.1300 dvdcreative.com Consultant Client Revisions Project No Drawn Checked Date Scale Sheet Title Sheet No ® Know what's below. Call before you dig.

EL CONEJO
PARK
25601 El Conejo Ln,
Laguna Hills, CA 92653
Laguna Hills Public Works 24035 El Toro Road Laguna Hills, CA 92653 24-019E 04/14/26 CONSTRUCTION JOINT - TOOLED 3" = 1'-0" 3/8" RADIUS TOOLED EDGE NOTES: 1. PLACE JOINTS AT 10' MIN. TO 30' MAX. OR 300 SQ. FT. MAX. 2. CONTRACTOR TO PROVIDE A COMPLETE POUR SEQUENCE PLAN INDICATING ALL JOINT LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT. #4 X 18" LONG SPEED DOWEL @ 18" FINISH SURFACE O.C. CENTERED IN FLATWORK SECTION 1 P-E-03 CONTRACTION JOINT - TOOLED 3" = 1'-0" 3/8" RADIUS TOOLED WEAKENED PLANE JOINT NOTES: 1. PLACE JOINTS AT 10' MAX. OR 100 SQ. FT. MAX. 2. CONTRACTOR TO PROVIDE A COMPLETE POUR SEQUENCE PLAN INDICATING ALL JOINT LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT. FINISH SURFACE 1-1/2" DEPTH FOR 4" CONC. SECTION 2 P-E-04 ISOLATION JOINT @ VERTICAL SURFACE 3" = 1'-0" NOTES: 1. PLACE JOINTS AT ALL VERTICAL SURFACES. I.E. WALLS, CURBS, BUILDINGS, ECT. 2. CONTRACTOR TO PROVIDE A COMPLETE POUR SEQUENCE PLAN INDICATING ALL JOINT LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT. SECTION3/8" THICK FIBER JOINT WITH CAP AND BACKER ROD, WITH 1/4" RADIUS TOOLED EDGES. CAP WITH SELF-LEVELING JOINT SEALER. HAND SEED W/ SAND FINISH SURFACE VERTICAL SURFACE, SEE PLAN 3 P-E-06 GRAVEL BASE W/ PLAYGROUND SURFACING 1 1/2" = 1'-0" RUBBER SURFACING WEAR COURSE, 1/2" THK. CRUSHED 3/4" GRAVEL BASE COMPACTED TO 95% RELATIVE COMPANSION SUBGRADE - SEE PAVING NOTES ON L-300 FOR COMPACTION REQUIREMENTS 3/8" RADIUS CONCRETE CONTAINMENT BAND, AROUND ENTIRE PERIMETER OF PLAY SURFACING, WITH #4 BAR CONTINUOUS 1'-6" 6" TO DRAIN FLUSH STYRENE BUTADIENE RUBBER (SBR) THICKNESS VARIES FINISH SURFACE OF CONCRETE PAVING SECTION TOTAL RUBBBER PLAY SYSTEM DEPTH (WEAR COURSE + SDR) NOTES: 1. CONSTRUCT A WEAKENED PLANE JOINT 10FT. O.C. AND AN EXPANSION JOINT AT EVERY 30FT. O.C. 2. CONTRACTOR SHALL PROVIDE G-MAX AND TEST RESULTS FOR THE SURFACING MANUFACTURER USED ON THE PROJECT. SURFACING DEPTHS WITHIN THE PLAY EQUIPMENT FALL ZONES SHALL BE PER THE TEST RESULTS FOR THE CRITICAL FALL HEIGHTS OF THE EQUIPMENT BEING INSTALLED. 3. PAVING CONTRACTOR SHALL CONTRACT AND COORDINATE WITH RUBBER SURFACING INSTALLER PRIOR TO INSTALLATION OF CONCRETE SUB-BASE. 4. THE "SBR" DEPTH MAY VARY THROUGHOUT THE PLAYGROUND AND WILL BE BASED UPON THE CRITICAL FALL HEIGHT OF EACH PLAY PIECE. THE CRITICAL FALL HEIGHT SHALL BE CONFIRMED WITH THE MANUFACTURER PRIOR TO THE PLAY SURFACE INSTALLATION. AT NEW HEADER WET SET, AT EXISTING HEADER/SIDEWALK, CORE DRILL AND EPOXY SET DOWEL. 1 CONSTRUCTION JOINT - TOOLED /- 4P-601 P-E-07 SUBGRADE - SEE PAVING NOTES ON L-300 FOR COMPACTION REQUIREMENTS 3/8" RADIUS, TYP. CONCRETE CONTAINMENT BAND, AROUND ENTIRE PERIMETER OF PLAY SURFACING, WITH #4 BAR CONTINUOUS 10" TO DRAIN FLUSH FINISH SURFACE OF CONCRETE HEADER SECTION CONCRETE HEADER AT PLAYGROUND SURFACING 1 1/2" = 1'-0" FINISH GRADE, 2" BELOW FINISH SURFACE 6" #4 BAR CONTINUOUS 1 CONSTRUCTION JOINT - TOOLED /- GRAVEL BASE W/ PLAYGROUND SURFACING 4 P-1 /- 5P-102 P-E-08

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Laguna Hills City CouncilAugust 25, 2026

Laguna Hills City Council
August 25, 2026