Agenda packet — Laguna Hills City Council, April 28, 2026 (part 3 of 13)

SJESAS SHOWN CONSTRUCTION DETAILS - METALWORK L-620 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 RAMP HANDRAIL 1" = 1'-0" 3'-0"
R1"
1-5/8" DIA. GALVANIZED TUBULAR STEEL RAIL, FIELD MEASURE AND COMPLY TO ALL ADA REQUIREMENTS 2-1/4" I.D. GRAY PVC SLEEVE, FLUSH WITH FINISH SURFACE, GROUT HANDRAIL POST IN SLEEVE WITH EPOXY FINISH SURFACE 1'-0" MEASURED FROM INSIDE FACE 1'-0" MEASURED FROM INSIDE FACE 1'-0" DIA. 2'-3" CONCRETE FOOTING SUBGRADE - SEE PAVING NOTES ON L-300 FOR COMPACTION REQUIREMENTS TOP RAIL TO FOLLOW SLOPE OF RAMP, FIELD MEASURE CL CL CL EQ. SPACING, 6'-0' MAX EQ. SPACING, 6'-0' MAX SADDLE CUT AND WELD MID POSTS MID HANDRAIL POSTS, AS NEEDED BOTTOM OF RAMP TOP OF RAMP 1R-101 P-E-09 >4" PLAYGROUND ENCLOSURE RAIL 1" = 1'-0" ELEVATION 6'-0" TYP., AT ENDS CUT DOWN PANEL OR USE 8' AS NEEDED 4'-0"
6" EQ. EQ. CL
3'-0" 1'-0" DIA. STANDARD POST CAP, BLACK, SECURE PER MANUFACTURER RECOMMENDATIONS STANDARD PANEL BRACKET, BLACK, SECURE AND INSTALL PER MANUFACTURER RECOMMENDATIONS ECHELON II MAJESTIC 2 RAIL - RAIL/FENCE PANEL, BLACK, INCLUDES RAIL AND PICKETS 2-1/2" SQ. POST, BLACK, INSTALL IN FOOTING/WALL PER MANUFACTURER RECOMMENDATIONS TOP OF WALL/FINISH SURFACE OF HEADER CONCRETE HEADER AT PLAYGROUND SURFACING L-00 GRAVEL BASE W/ PLAYGROUND SURFACING L-00 CONCRETE FOOTING COMPACTED SUBGRADE 2-1/2" SQ. POST, BLACK, INSTALL IN FOOTING/WALL PER MANUFACTURER RECOMMENDATIONS SECTION @ HEADER P-01 P-10 2R-201 P-E-11

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SJESAS SHOWN CONSTRUCTION DETAILS - MISC. L-630 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 34" 18"
5" 27"
33" 3" 15" TYP
41" 18"
35" 5" 18" 1'-0"
2'-0"
1'-0" MIN.
3/4" TO 1-1/2" CLEAN GRAVEL BACKFILL, BACKFILL AROUND FLO-WELL PER MANUFACTURER INSTALLATION RECOMMENDATIONS FLO-WELL DRY WELL, FWAS24 ASSEMBLY WITH FWBP24 BOTTOM PIECE FLO-WELL SURFACE DRAIN INLET WITH GRADE, FWSD69 4" PVC DRAIN LNE, SLOPE 1% MIN, 2% IDEAL FROM DRINKNIG FOUNTAIN TO FLO-WELL. CONTRACTOR TO PROVIDE ALL NECESSARY PIPE AND PIPE FITTINGS, ENSURE LINE DRAINS PRIOR TO INSTALLATION OF DRINKING FOUNTAIN AND FLO-WELL SYSTEM 3/4" PVC POTABLE WATER LINE, CONNECT TO DRINKING FOUNTAIN, RUN TO SHUTOFF VALVE, CONTRACTOR TO PROVIDE ALL NECESSARY PIPE AND FITTINGS FOR INSTALLATION DRINKING FOUNTAIN ASSEMBLY, SEE L-300 FOR MANUFACTURER INFORMATION, INSTALL PER MANUFACTURER INSTALLATION INSTRUCTIONS DRINKING FOUNTAIN TEMPLATE, INSTALL LOCATION COORDINATED WITH DRAIN AND WATER LINES FINISH SURFACE CONCRETE FOOTING 2'-0" 5'-0" SQ. EXISTING POTABLE WATERLINE, CONTRACTOR TO VERIFY LOCATION IN FIELD, LOCATE VALVE IN LANDSCAPE AREA BASED ON LOCATION OF WATER LINE NEW VALVE BOX, SEE CIVIL DRAWINGS FOR BOX SPEC, LOCATION AND DETAILS POTABLE WATER VALVE ASSEMBLY, SEE CIVIL DRAWINGS FOR SPEC AND DETAILS FINISH GRADE 1'-11" 1'-4" SECTION PLAN VIEW 11B-602.6 WATER FLOW. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES (102MM) HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES (127MM) MAXIMUM FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES (76MM) OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES (76MM) AND 5 INCHES (127MM) MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAXIMUM. DRINKING FOUNTAIN NOTES 2'-6" 4'-0" 4'-0" 5'-11"
1'-0" LOCATE DOG BOWL ON BACKSIDE OF ASSEMBLY DRINKING FOUNTAIN ASSEMBLY, SEE L-300 FOR MANUFACTURER AND MODEL # ADA CLEAR ZONE, AREA SHALL BE ON LESS THAN 2% SLOPED PAVING AND OUTSIDE THE PATH OF TRAVEL, CONTRACTOR TO VERIFY FIELD CONDITIONS AND GRADING PRIOR TO INSTALLATION FOR FULL ADA COMPLIANCE FLO-WELL ASSEMBLY, LOCATE OUTSIDE THE PAVING AREA, CONTRACTOR TO VERIFY LOCATION PRIOR TO INSTALLATION WATER SHUTOFF VALVE BOX, LOCATION IS DIAGRAMMATIC, CONTRACTOR TO VERIFY LOCATION OF EXISTING WATER LINE, LOCATE BOX AND VALVE IN MOST APPROPRIATE LOCATION, VERIFY WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 1 DRINKING FOUNTAIN 1" = 1'-0" S-108 P-E-12 1'-8" 10" 1'-0"
36" 1'-0" Ø2'-9-3/8" CHARCOAL BBQ 1" = 1'-0" CONCRETE FOOTING DEFORMED END OF BBQ POST TOP OF FOOTING TO BE FLUSH WITH EXISTING PAVING SAWCUT OUT EXISTING PAVING AS NEEDED CHARCOAL BBQ, INSTALL PER MANUFACTURER RECOMMENDATIONS, ORIENTATE BBQ OUTWARD TOWARD PATH OF TRAVEL 2S-107 P-E-13 REMOVABLE BOLLARD 1" = 1'-0" 3'-6"
3'-0" 1'-6" SQ.3'-0"
REMOVABLE BOLLARD, SEE CONSTRUCTION SCHEDULE FOR MANUFACTURER AND MODEL 2 LOOPS, ORIENTATE BASE PLATE SO LOOPS ARE PARALLEL TO PATH OF TRAVEL LOCKING TAB, CONTRACTOR TO PROVIDE CITY APPROVED LOCK BASE PLATE AND STEEL SLEEVE, INSTALL FLUSH WITH FINISH SURFACE FINISH SURFACE CONCRETE FOOTING CRUSHED GRAVEL BASE 3S-109 P-E-14

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SJESNONE IRRIGATION LEGEND AND NOTES L-700A 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 CONTROL WIRE SLEEVE UNDER PAVED AREA NON-PRESSURE LATERAL LINE PIPING PRESSURE MAIN LINE PIPING * SCHEDULE 40 PVC - 2-INCH MINIMUM (2-INCH ABBREVIATED ON DRAWING AS "2SL") - SIZE SLEEVING (NOTED IN INCHES) AS SHOWN ON DRAWINGS AND IRRIGATION SLEEVE SIZES CHART, SHEET L-700A PIPING SLEEVE UNDER PAVED AREA SCHEDULE 40 PVC - 4-INCH MINIMUM SIZE (4-INCH ABBREVIATED ON DRAWING AS "4SL") - SIZE SLEEVING (NOTED IN INCHES) AS SHOWN ON DRAWINGS AND IRRIGATION SLEEVE SIZES CHART, SHEET L-700A 100-PESB-R-PRS-D 150-PESB-R-PRS-D RAIN BIRD SYMBOL MANUFACTURER MODEL NO. DESCRIPTION CLASS 315 PVC - 2-INCH SIZE PIPING AND LARGER AND SCHEDULE 40 PVC FOR 1-1/2-INCH SIZE PIPING AND SMALLER AS SHOWN ON PLANS (NOTED IN INCHES) - PURPLE COLOR PIPE FOR RECYCLED WATER USE SCHEDULE 40 PVC - 3/4-INCH MINIMUM SIZE PIPING AND OTHER SIZES (NOTED IN INCHES) AS SHOWN ON PLANS AND IRRIGATION LATERAL PIPE SIZES CHART, SHEET L-700A - PURPLE COLOR PIPE FOR RECYCLED WATER USE NOTES: * PROVIDE LANDSCAPE FABRIC MODEL NUMBER 140N, AS MANUFACTURED BY MIRAFI, OR APPROVED EQUAL - TYPICAL FOR ALL ROUND AND RECTANGULAR VALVE BOX INSTALLATIONS. ** THE IRRIGATION CONTRACTOR SHALL ADJUST EACH PRESSURE REGULATING MODULE AT EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FURTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND - NOT TO EXCEED FIVE (5) PSI ABOVE THE GIVEN OPERATING PRESSURE. INDICATES CONNECTION TO ASSIGNED DRIP LINES, TYP. EQUIPMENT LEGEND - RECYCLED WATER DETAIL REFERENCE 1, 4 / L-750 3, 4 / L-750 9 / L-750 8, 9 / L-750 10 / L-750 10 / L-750 **** HAMMIOND UP8303 * BALL VALVE - TWO PIECE LOW LEAD BRONZE - TRUE UNION THREAD - LINE SIZE EQUIPMENT LOCATION NOTES 1. INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROLLER WIRING, CONTROL VALVES, ETC. WITHIN PLANTING AREA. ANY IRRIGATION EQUIPMENT INDICATED OUTSIDE OF PLANTING AREA IS SHOWN FOR DRAWING CLARITY AND DESIGN INTENT ONLY. 2. INSTALL IRRIGATION MAIN LINE PIPING IN PLANTING AREA 2-FEET MINIMUM BACK OF HARDSCAPE. 3. PIPING AS SHOWN ON DRAWINGS IS SCHEMATIC AND INDICATES THE INTENT OF IRRIGATION DELIVERY METHODS. 4. IRRIGATION CONTROLLER AND OTHER IRRIGATION EQUIPMENT LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. CONTRACTOR SHALL STAKE OUT ALL IRRIGATION EQUIPMENT LOCATIONS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. ELECTRIC CONTROL VALVES, QUICK COUPLING VALVES, AND ISOLATION VALVES, ETC. LOCATIONS INDICATED ON THE DRAWINGS ARE SHOWN AS APPROXIMATE. CONTRACTOR SHALL STAKE OUT EACH VALVE ASSEMBLY FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6. FINAL LOCATIONS AND EXACT POSITIONING OF IRRIGATION EQUIPMENT ON THE DRAWINGS SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. MINOR MODIFICATIONS OF IRRIGATION EQUIPMENT AS REQUESTED BY OWNER OR LANDSCAPE ARCHITECT SHALL BE PROVIDED BY CONTRACTOR AT NO ADDITIONAL COST. FAILURE TO OBTAIN OWNER/ LANDSCAPE ARCHITECT APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER/ LANDSCAPE ARCHITECT DIRECTED CHANGES AT NO ADDITIONAL COST. 7. ELECTRIC CONTROL VALVES, QUICK COUPLING VALVES, AND ISOLATION VALVES, ETC. SHALL NOT BE INSTALLED IN TURF. INSTALL IN NEAREST NON-TURF PLANTING AREA. 8. CONTRACTOR SHALL ROUTE PIPING WITH 2-FOOT CLEARANCE AROUND FINAL TREE LOCATIONS. 9. WHERE VERTICAL OBSTRUCTIONS (BOLLARDS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. PIPE SIZE SLEEVE SIZE 3 4" 4" 4" 1" 1- 1 4" 4" 1- 12" 4" 2" 2- 12" 3" 4" 6" 6" NOTES: 1. PIPE SLEEVES AND CONTROL WIRE CONDUITS ARE REQUIRED FOR ALL IRRIGATION PIPING AND CONTROL WIRES INSTALLED UNDER PAVING. REFER TO IRRIGATION SLEEVE SIZES CHART FOR IRRIGATION SLEEVE SIZE AND TO CONTROL WIRE SIZING CHART FOR CONTROL WIRE SLEEVE SIZE - TYP. 2. FOR DRAWING CLARITY ALL IRRIGATION SLEEVES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS PART OF THE CONTRACTOR'S BID. ADDITIONALLY, DUE TO THE SCALE OF THE DRAWINGS AND FOR DRAWING CLARITY ALL SLEEVES AND CONDUITS ARE NOT SHOWN. THEREFORE, IN ADDITION TO THE PIPE SLEEVE AND CONTROL WIRE CONDUITS SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION PIPE SLEEVES AND CONTROL WIRE CONDUITS SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, FOOTINGS, ETC. AND COORDINATE ITS WORK WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING STRUCTURES, ETC. WIRE CONDUIT SIZE NUMBER OF CONTROL AND COMMON WIRES IN CONDUIT 2" MIN. 0-16 2-12" 17-24 25-40 3" 41-48 4" PIPE SIZE FLOW (GPM) 3 4" 0 - 8 8 - 12 1" NOTES: 1. FOR DRAWING CLARITY ALL IRRIGATION LATERAL LINES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS PART OF THE CONTRACTOR'S BID. ADDITIONALLY, DUE TO THE SCALE OF THE DRAWINGS AND FOR DRAWING CLARITY ALL PIPE SIZES ARE NOT SHOWN. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, FOOTINGS, ETC. AND COORDINATE ITS WORK WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING STRUCTURES, ETC. 13 - 22 1- 14" 23 - 30 31 - 50 1- 2" 12" 51 - 150 3" IRRIGATION LATERAL PIPE SIZES IRRIGATION SLEEVE SIZES IRRIGATION NON PRESSURE LATERAL LINE PIPE IRRIGATION PIPE CONTROL WIRE CONDUIT FQ SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN 8' - 14' 360° 0.7 180° - 270° 4545 6" POP-UP SPRINKLER 8' - 14' 0.7 SPRAY SPRINKLER LEGEND 6" POP-UP SPRINKLER 6" POP-UP SPRINKLER 8' - 14' 45 90° - 180° 0.7 PRECIP NOZZLE COLOR RATE LT. BLUE LT. BLUE LT. BLUE RAIN BIRD* RAIN BIRD* RAIN BIRD* 1806-SAM-PRS-45 1806-SAM-PRS-45 1806-SAM-PRS-45 R-VAN14-360 R-VAN14-180 R-VAN14-90 1.27 0.63 0.32 NOTES: * WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, EQUIP SPRINKLER HEAD WITH PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. 1. SPRINKLER RADIUS ABBREVIATIONS F= FULL CIRCLE Q= QUARTER V= VARIABLE 2. INSTALL SPRAY SPRINKLERS PER POP-UP SPRINKLER HEAD DETAIL 8, SHEET L-751. 3. DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEADS WILL NOT BE ALLOWED. SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF THE SEAL-A-MATIC™ (SAM) CHECK VALVE IN THE SPRINKLER BODY TO PREVENT SPRINKLER HEAD DRAINAGE. DURING THE COURSE OF CONSTRUCTION, INCLUDE THE SAM CHECK VALVE AS REQUIRED TO PREVENT DRAINAGE FROM ANY SPRINKLER HEAD SHOWING SIGNS OF DRAINAGE AFTER THE SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. PROVIDE THE SAM SERIES SPRINKLERS WHERE DRAINAGE OCCURS AT NO ADDITIONAL COST TO OWNER. 4. REMOVE CONVENTIONAL SCREEN AND REPLACE WITH PRESSURE REDUCTION SCREEN WHERE REQUIRED TO PREVENT OVER-SPRAY ONTO HARDSCAPE. 5. WHERE VERTICAL OBSTRUCTIONS (BOLLARDS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. ELECTRIC CONTROL VALVE WITH PRESSURE REGULATING VALVE - SIZE NOTED IN INCHES NONE SHOWN 3M CONNECTOR DBR/Y-6 5, 6 / L-750 DIRECT BURY SPLICE (I.L. APPROVED) WATERPROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPICES AND CONNECTIONS L INDICATES PLANT WATER USE CATEGORY (L= LOW, M=MODERATE, H=HIGH, WATER USE) INDICATES PRECIPITATION RATE INDICATES ELECTRIC CONTROL VALVE SIZE INDICATES IRRIGATION SPRINKLER CONTROLLER STATION NUMBER INDICATES FLOW IN GPM FOR ELECTRIC CONTROL VALVE 0.6 1" 5.0 VALVE CALLOUT LEGEND A-1 - EXISTING - EXISTING EXISTING - EXISTING ELECTRIC CONTROL VALVE, PROTECT IN PLACE EXISTING CONTROLLER - CONTRACTOR TO LOCATE EXISTING CONTROLLER AS SHOWN ON KEY MAP, VERIFY AVAILABLE STATION ASSIGNMENTS AND CONTROL WIRES AT STUB OUT LOCATION FOR FUTURE IRRIGATION IMPROVEMENTS - CONTRACTOR TO PROGRAM CONTROLLER TO ACCOMMODATE ADDITIONAL VALVES REQUIRED FOR NEW IRRIGATION SYSTEM IMPROVEMENTS AND CONNECT TO EXISTING CONTROLLER A USING "ADD-A-ZONE" - SEE "IRRIGATION CONSTRUCTION NOTES" ON SHEET L-701 FOR ADDITIONAL INFORMATION EXISTING PRESSURE MAIN LINE PIPING EXISTING LOCATION IS APPROXIMATE - LOCATE AND INTERCEPT EXISTING MAIN LINE PIPING WHERE SHOWN ON PLANS CONNECT TO NEW IRRIGATION IMPROVEMENTS - * RAIN BIRD XCZ-100-PRB-COM XCZ-150-LCS DRIP VALVE STATION - DRIP ELECTRIC CONTROL VALVE ASSEMBLY - W/ PRESSURE REGULATING BASKET FILTER (200 POLY MESH /40 PSI SETTING) USE 1-INCH SIZE FOR FLOWS 0.3 GPM THROUGH 14 GPM - USE 1-1/2 INCH SIZE FOR FLOWS 15 GPM THROUGH 40 GPM DRIPLINE (COPPER SHIELD SERIES) SYSTEM - PRESSURE COMPENSATING - 0.6 GPH @ 12-INCHES O.C. EMITTER SPACING - 18-INCHES TUBING ROW SPACING - 17MM (BROWN COLOR) 0.634" O.D. POLYETHYLENE TUBING WITH COMPRESSION-TYPE FITTINGS FOR ELLS, TEES, COUPLERS & PVC ADAPTERS - PROVIDE METAL HOLD DOWN STAKES EVERY 5'-O.C. AND CHANGES IN DIRECTION - INSTALL DRIPLINE TUBING WITH 4-INCHES OF SOIL COVER RAIN BIRD RAIN BIRD RAIN BIRD XFS-CV-06-12 (TUBING) XF DRIPLINE (FITTINGS) TDS-SERIES (STAKE) 2, 4 / L-750 1, 2, 3, 4, 5 / L-751 NOTE: DRIP LINE AREAS ARE SCHEMATICALLY SHOWN WITH ALTERNATING HATCHING TO DELINEATE VALVE STATION AREA SEPARATIONS NONE SHOWN

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SJESNONE IRRIGATION NOTES AND WATER USE DATA L-700B 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 1. THIS IRRIGATION SYSTEM IS DESIGNED FOR USE WITH POTABLE WATER. 2. THE LANDSCAPE CONTRACTOR TO PROVIDE A COMPLETE NEW AND AUTOMATIC IRRIGATION SYSTEM WITH 100% IRRIGATION COVERAGE FOR EL CONEJO PARK LANDSCAPE. 3. IRRIGATION SYSTEM TO BE DESIGNED TO NOT ALLOW OVER-SPRAY OR EXCESS RUNOFF ONTO IMPERVIOUS SURFACES. 4. PLANTS SELECTED FOR HARDINESS AND LOW WATER REQUIREMENTS. 1. LANDSCAPE WATER USE SHALL COMPLY WITH THE CITY'S WATER EFFICIENCY ORDINANCE AND LANDSCAPE WATER CONSERVATION STANDARDS. THIS PROJECT IS CURRENTLY ESTIMATED TO BE OPERATING AT XX% UNDER THE MAXIMUM ANNUAL WATER ALLOWANCE (MAWA). 2. NEW IRRIGATION SYSTEM IMPROVEMENTS ARE SUPPLIED WITH POTABLE WATER. A DEDICATED POTABLE WATER POINT-OF-CONNECTION WITH A EXISTING BACKFLOW PREVENTER, MASTER VALVE AND FLOW SENSOR TO PROVIDE IRRIGATION WATER TO LANDSCAPE PLANTING AREAS. 3. LANDSCAPE AREAS ARE IRRIGATED WITH NEW HIGH EFFICIENCY DRIPLINE EMITTER TUBING ON SEPARATE LANDSCAPE HYDROZONES WHERE SHOWN. LANDSCAPE SHRUB AREAS ARE IRRIGATED WITH DRIPLINE EMITTER TUBING IN ADDITION TO SUPPLEMENTAL POINT-TO-POINT DRIP EMITTERS FOR VINES. TURF IS IRRIGATED WITH HIGH-EFFICIENT OSCILLATING SPRAY NOZZLES THAT COMPLY WITH THE AGENCY WATER EFFICIENCY ORDINANCE. 4. BALL VALVES ARE LOCATED THROUGHOUT THE SYSTEM TO PROVIDE FOR PARTIAL SHUTDOWN OF THE SYSTEM. 1. THIS IRRIGATION SYSTEM IS DESIGNED FOR USE WITH POTABLE WATER. 2. INSTALL POP-UP SPRINKLER HEADS POSITIONED WITHIN SHRUB OR GROUND COVER AREAS WITH THE TOP OF SPRINKLER ABOVE FINISH GRADE AS SHOWN IN THE DETAILS. 3. SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE OF AREA TO BE IRRIGATED UNLESS INDICATED OTHERWISE ON DRAWINGS. 4. WHEN VERTICAL OBSTRUCTIONS (SITE HARDSCAPE ELEMENTS, FIRE HYDRANTS, TREES, LIGHT POLES, ETC.) INTERFERE WITH THE SPRINKLER HEAD PATTERN OF COVERAGE, ADJUST SPRINKLER SYSTEM LAYOUT BY INSTALLING A QUARTER CIRCLE, HALF CIRCLE OR ADJUSTABLE CIRCLE SPRINKLER HEAD ON EACH SIDE OF OBSTRUCTION IN ORDER TO PROVIDE PROPER COVERAGE. PERFORM SPRINKLER LAYOUT ADJUSTMENT AT NO COST TO THE OWNER. 5. SPRINKLER SYSTEM IS BASED ON MINIMUM PRESSURE AND MAXIMUM FLOW DEMAND SHOWN ON IRRIGATION DRAWINGS. REFER TO POINT-OF-CONNECTION NOTES. VERIFY PERMANENT WATER PRESSURE BEFORE THE START OF CONSTRUCTION. REPORT DIFFERENCES BETWEEN WATER PRESSURE INDICATED ON DRAWINGS AND ACTUAL SITE PRESSURE READING AT IRRIGATION POINT-OF-CONNECTION TO OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REVISIONS. 6. THIS IRRIGATION DESIGN IS SCHEMATIC. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY. INSTALL PIPING AND IRRIGATION FACILITIES WITHIN PLANTING AREAS WHERE POSSIBLE. AVOID CONFLICTS BETWEEN SPRINKLER SYSTEM, LANDSCAPE PLANTING, SITE IMPROVEMENTS, AND ARCHITECTURAL FEATURES. 7. FLUSH AND ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, WALLS, FENCES AND BUILDINGS. SELECT THE MOST APPROPRIATE PART CIRCLE PATTERN NOZZLE TO FIT THE SITE CONDITIONS AND THROTTLE THE FLOW CONTROL ADJUSTMENT AT EACH CONTROL VALVE TO OBTAIN OPTIMUM SPRINKLER HEAD PRESSURE. 8. DO NOT WILLFULLY INSTALL SPRINKLER SYSTEM AS INDICATED ON DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT EXISTING OBSTRUCTIONS, GRADE DIFFERENCES IN AREA DIMENSIONS, AND OTHER SITE SPECIFIC INFORMATION THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF SUCH OBSTRUCTIONS OR DIFFERENCES FOR RESOLUTION. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REVISIONS. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH GRADE DIFFERENCES, WALL/HARDSCAPE LOCATIONS, ETC. COORDINATE WORK FOR THE INSTALLATION OF IRRIGATION PIPE SLEEVES THROUGH WALLS, UNDER PAVEMENT AND STRUCTURES, ETC. 10. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF SUFFICIENTLY SIZED SLEEVES FOR CONTROL WIRES AND NON-PRESSURE LATERAL LINE PIPING UNDER PAVED AREAS, IN ADDITION TO CONTROL WIRES AND LATERAL LINE PIPING SLEEVES SHOWN ON THE DRAWINGS. 11. INSTALL PIPING, RELATED MATERIALS AND EQUIPMENT AS SHOWN ON THE DRAWINGS. USE TEFLON TAPE ON PVC MALE PIPE THREADS, INCLUDING SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. DO NOT USE PIPE DOPE. 12. TEST ALL PRESSURE MAIN LINES UNDER HYDROSTATIC PRESSURE OF 150 PSI FOR A PERIOD OF 3 HOURS. TESTING OF PRESSURE MAIN LINE PIPING SHALL OCCUR PRIOR TO THE INSTALLATION OF ANY ELECTRIC CONTROL VALVE, BASKET STRAINERS, QUICK COUPLING VALVES AND OTHER PRESSURE-SIDE IRRIGATION FACILITIES. PRESSURE TESTING RESULTS, IN WRITING, SHALL BE SUBMITTED TO OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BACKFILLING. 13. THE ESTABLISHMENT OF AUTOMATIC SEASONAL ADJUSTMENTS AND BASIC CONTROLLER PROGRAMMING IS THE RESPONSIBILITY OF THE CONTRACTOR. MAKE ARRANGEMENTS WITH THE APPROPRIATE FIELD TECHNICIAN FOR A SITE VISIT ON INSTRUCTION OF ESTABLISHING AUTOMATIC CONTROLLER BASIC PROGRAMMING INFORMATION AND AUTOMATIC SEASONAL SCHEDULING. CONTROLLER PROGRAMMING INFORMATION REQUIRED INCLUDES, BUT IS NOT LIMITED TO; PRECIPITATION RATES, PLANT WATER-USE FACTORS, SYSTEM EFFICIENCY RATINGS, FLOW SENSOR CALIBRATION, AND MONTHLY HISTORIC DATA. 1. PROVIDE DRIPLINE EMITTER TUBING SYSTEM FOR PLANTING AREAS AS SHOWN ON DRAWINGS. 2. DRIPLINE IS SHOWN SCHEMATICALLY FOR CLARITY. INSTALL DRIPLINE TUBING AND NON-PRESSURE LATERAL LEAD LINE PIPING IN LANDSCAPE AREAS AND ADJACENT TO SELECTED PLANT MATERIAL AS SHOWN IN DETAILS. 3. DRIPLINE VALVE STATION CALLOUTS INDICATE THE APPROXIMATE SIZE OF THE DRIPLINE AREA OF COVERAGE ASSIGNED TO EACH VALVE. THE APPROXIMATE LENGTH OF DRIPLINE TUBING ASSIGNED TO EACH VALVE STATION IS PROVIDED FOR ESTIMATE PURPOSES ONLY. CONTRACTOR SHALL PROVIDE AND INSTALL THE REQUIRED AMOUNT OF DRIPLINE TUBING AS REQUIRED TO PROPERLY IRRIGATE ASSIGNED LANDSCAPE AREAS WITH THE EMITTER SPACING AND DRIPLINE TUBING ROW SPACING AS INDICATED IN THE EQUIPMENT LEGEND ON SHEET L-700A. 4. REFER TO PLANTING LEGEND FOR PLANT MATERIAL NAMES, ABBREVIATIONS, SPECIFIC SIZES, ON-CENTER SPACING, AND ADDITIONAL INFORMATION. 5. DO NOT INSTALL DRIPLINE TUBING UNDER PAVED SURFACES. CONNECT DRIPLINE TUBING TO SCHEDULE 40 PVC LATERAL LINE PIPING FOR ROUTING UNDER PAVED SURFACES AND SCHEDULE 80 PVC PIPING ROUTING THROUGH PLANTER WALLS. ADAPT DRIPLINE TUBING TO PVC PIPING AS REQUIRED WITH COMPRESSION ADAPTER FITTINGS. 6. CONNECT DRIPLINE PIPING TO PRESSURE REGULATOR UNITS WITH SCHEDULE 40 PVC MALE ADAPTER FITTINGS AND COMPRESSION ADAPTER FITTINGS. 7. PROVIDE COMPRESSION SERIES FITTINGS FOR TUBING TO TUBING CONNECTIONS AND CONNECTIONS TO PVC PIPING AS INDICATED IN THE EQUIPMENT LEGEND ON SHEET L-700A. 8. PROVIDE ONE (1) EMISSION OUTLET EMITTER TO EVERY VINE LOCATED WITHIN DRIPLINE AREA, SPACED AT 6-INCHES CLEAR FROM STEM. CONNECT DRIP EMITTERS AND PVC DISTRIBUTION TUBING TO DRIPLINE TUBING WITH BARBED ADAPTERS AT LOCATION WHERE REQUIRED. 1. PROVIDE SOIL SPECIFICATIONS OF IMPORT SOIL OR PROVIDE SOIL ANALYSIS IF USING ON SITE SOIL. THE SOIL INFORMATION MUST INCLUDE: SOIL TEXTURE (% OF ORGANIC MATTER), INFILTRATION RATE (OR ESTIMATED RANGE), PH & TOTAL SOLUBLE SALTS, INDICATE IF MULCH, SOIL AMENDMENTS OR OTHER MATERIAL WILL BE USED OR REQUIRED. 1. AT A MINIMUM, AUDITS SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA LANDSCAPE AUDITOR HANDBOOK. 2. AUDITS SHALL BE CONDUCTED BY A STATE CERTIFIED LANDSCAPE IRRIGATION AUDITOR AT LEAST ONCE EVERY FIVE YEARS AND SUBMITTED TO THE LOCAL WATER PURVEYOR. 1. LANDSCAPES SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY. A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE BUT NOT BE LIMITED TO CHECKING, ADJUSTING, AND REPAIRING IRRIGATION EQUIPMENT; RESETTING REPLENISHING MULCH; FERTILIZING; PRUNING; AND WEEDING IN ALL LANDSCAPE AREAS. 2. WHENEVER POSSIBLE, REPAIR OF THE IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY SPECIFIED MATERIALS OR THEIR EQUIVALENT SPECIFICATION. IRRIGATION SYSTEM DESCRIPTION - POTABLE WATER IRRIGATION DESIGN INTENT DRIP IRRIGATION NOTES - POTABLE WATER SOIL SPECIFICATION/ ANALYSIS SAMPLE IRRIGATION AUDIT SCHEDULE IRRIGATION MAINTENANCE SCHEDULE IRRIGATION GENERAL NOTES - POTABLE WATER IRRIGATION WATER USE CALCULATIONS - POTABLE WATER

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SJESNONE IRRIGATION DEMO PLAN L-700C 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 SYMBOL DESCRIPTION LEGEND EXISTING PRESSURE MAIN LINE PIPING - PROTECT-IN-PLACE EXISTING CONTROLLER A - PROTECT-IN-PLACE EXISTING NON-PRESSURE LATERAL LINE - PROTECT-IN-PLACE EXISTING IRRIGATION CONTROL VALVE - REMOVE COMPLETE AND CAP ADJACENT LATERAL LINE WHERE SHOWN ON PLAN, SEE IRRIGATION MODIFICATION PLAN, SHEET L-701 FOR COMPLETED IRRIGATION PLAN 1. REFER TO SHEET L-700A AND L-700B FOR COMPLETE IRRIGATION LEGEND, NOTES, AND PRESSURE LOSS CALCULATIONS. 2. REFER TO SHEET L-701 FOR COMPLETE IRRIGATION MODIFICATION PLAN. 3. REFER TO SHEET L-750 FOR IRRIGATION DETAILS. 4. AUTOMATIC LANDSCAPE IRRIGATION EQUIPMENT SHALL BE INSTALLED IN SUCH A WAY THAT IT DOES NOT SPRAY ON THE HARDSCAPE. NOTES EXISTING IRRIGATION CONTROL VALVE - PROTECT-IN-PLACE REMOVE COMPLETE NON-PRESSURE IRRIGATION EQUIPMENT (LATERAL LINES, SPRINKLER HEADS, ETC.) TO THE VALVE, CAP ADJACENT LATERAL LINES AT LIMIT OF WORK TO ACCOMMODATE NEW IMPROVEMENTS - SEE IRRIGATION MODIFICATION PLAN, SHEET L-701 FOR COMPLETED IRRIGATION PLAN NONE SHOWN KEYMAP PORTION 1 PORTION 1 0 5' 10' 20' SCALE: 1" = 10'-0" NORTH LIMIT OF WORK LIMIT OF WORKLIMIT OF WORK LIMIT OF WORK LIMIT OF WORK EXISTING ICV 'A-6' TO BE REMOVED AND REPLACED, CONFIRM AVAILABLE STATION ASSIGNMENT PRIOR TO REMOVAL, SEE IRRIGATION MODIFICATION PLAN, SHEET L-701 EXISTING ICV 'A-4' TO BE REMOVED AND REPLACED, CONFIRM AVAILABLE STATION ASSIGNMENT PRIOR TO REMOVAL, SEE IRRIGATION MODIFICATION PLAN, SHEET L-701 EXISTING ICV 'A-12' TO BE REMOVED AND REPLACED, CONFIRM AVAILABLE STATION ASSIGNMENT PRIOR TO REMOVAL, SEE IRRIGATION MODIFICATION PLAN, SHEET L-701 EXISTING TREE PROTECT-IN-PLACE, TYP. EXISTING IRRIGATION CONTROL VALVE, TYP. PROTECT-IN-PLACE EXISTING IRRIGATION PRESSURE MAIN LINE, TYP. - PROTECT-IN-PLACE EXISTING IRRIGATION PRESSURE MAIN LINE, TYP. - PROTECT-IN-PLACE EXISTING IRRIGATION MAINLINE IS SHOWN OUTSIDE OF LIMIT OF WORK FOR GRAPHIC CLARITY - IRRIGATION WORK TO OCCUR INSIDE INTERIOR OF EXISTING PLANTING AREA WITHIN THE LIMIT OF WORK, TYP. EXISTING OVERHEAD SPRAY IRRIGATION AT RAISED PLANTERS - STATION 'A-13', PROTECT IN PLACE, TYP. CONTRACTOR TO VERIFY STATION ASSIGNMENTS PRIOR TO CONSTRUCTION EXISTING OVERHEAD SPRAY IRRIGATION AT RAISED PLANTERS - STATION 'A-13', PROTECT IN PLACE, TYP. CONTRACTOR TO VERIFY ALL EXISTING STATION ASSIGNMENTS PRIOR TO CONSTRUCTION EXISTING TREE PROTECT-IN-PLACE, TYP. EL CANEJO LN.

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T R T R R T R T V OP V OP V V V V V OP F F Q QQQ Q Q Q Q T R T R R T R T V OP V OP V V V V V OP F F Q QQQ Q Q Q Q SJXX1"=10'-0" IRRIGATION MODIFICATION PLAN - BASE BID L-701 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 1 0 5' 10' 20' SCALE: 1" = 10'-0" NORTH LIMIT OF WORK LIMIT OF WORKLIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK
VERIFY THE ACTUAL P.O.C. LOCATION, SIZE AND STATIC WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF THERE ARE ANY DISCREPANCIES WITH THE P.O.C. INFORMATION SHOWN HEREIN WITH THAT OF ACTUAL P.O.C. INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE P.O.C. INFORMATION, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IRRIGATION CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL ENSURE THE FUNCTIONALITY/ OPERABILITY OF THE EXISTING IRRIGATION SYSTEM PRIOR TO ANY CONSTRUCTION. WHERE THE NEW IMPROVEMENTS IMPACT THE PERFORMANCE OF THE EXISTING IRRIGATION SYSTEM THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR/ RELOCATE EXISTING NON-PRESSURE LATERAL LINES AND POP-UP SPRAY/ OVERHEAD IRRIGATION. THE MODIFICATION OF THE EXISTING IRRIGATION SYSTEM SHALL BE INSTALLED TO PROVIDE HEAD TO HEAD 100% COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, SIGNS, AND HARDSCAPE. WHERE EXISTING VALVES SERVING TURF IRRIGATION ARE TO REMAIN, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING NEW IRRIGATION HEADS/ ROTORS, NOZZLES, PRESSURE MAINLINE AND NON-PRESSURE LATERAL LINE PIPE TO ENSURE FUNCTIONALITY OF THE SYSTEM. 2. SECURE PERMISSION FROM THE OWNER AND PARK MAINTENANCE STAFF TO SHUT OFF THE IRRIGATION WATER SUPPLY TO PORTIONS OF THE SITE. IN THE EVENT THAT IT IS NECESSARY CONTRACTOR TO PROVIDE HAND WATERING OR ALTERNATIVE METHODS TO IRRIGATE EXISTING PLANTING AREAS SERVED BY THE AFFECTED PORTION OF THE IRRIGATION SYSTEM. 3. CONTRACTOR TO LOCATE AND FIELD VERIFY EXISTING RECYCLED WATER BACKFLOW PREVENTER ASSEMBLY FOR EXISTING IRRIGATION SYSTEM AND IRRIGATION SYSTEM IMPROVEMENTS, NOT SHOWN ON PLANS. CONTRACTOR TO VERIFY EXISTING BACKFLOW PREVENTER ASSEMBLIES ARE INSTALLED PER CODE AND REQUIRE NO SERVICE OR REPAIR THAT WOULD PREVENT INSTALLATION OR CONNECTION PER PLAN. 4. CONTRACTOR TO LOCATE AND INTERCEPT EXISTING LATERAL LINE PIPING AND CONNECT NEW LATERAL LINE PIPING TO ENSURE 100% IRRIGATION COVERAGE AT EXISTING TURF AREAS. 5. REPAIR DAMAGE TO EXISTING PLANTING AREA FINISH GRADES CAUSED BY LANDSCAPE CONSTRUCTION OPERATIONS. PROVIDE ADDITIONAL SOIL COMPACTION AS REQUIRED TO REPAIR THE SETTLING OF GRADES TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNER. 6. REPLACE AND / OR REPAIR DAMAGE TO EXISTING IRRIGATION SYSTEM CAUSED BY INSTALLATION OF NEW IRRIGATION SYSTEM. 7. CONTRACTOR TO VERIFY AND PROVIDE WRITTEN REPORT TO OWNER THAT EXISTING SYSTEM IS IN PROPER WORKING ORDER REQUIRING NO REPAIRS PRIOR TO CONNECTION OF NEW IMPROVEMENTS. 8. ANY DAMAGE TO LANDSCAPE OR IRRIGATION OUTSIDE THE LIMITS OF WORK SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. IRRIGATION CONSTRUCTION MODIFICATION NOTES 1 LOCATE AND INTERCEPT EXISTING MAIN LINE PIPING AND CONNECT NEW MAIN LINE PIPING - ADAPT NEW PIPING AS REQUIRED FOR PERMANENT CONNECTION - PROTECT IN PLACE EXISTING CONTROLLER WIRES LOCATED WITH MAIN LINE 2 LOCATE AND INTERCEPT EXISTING LATERAL LINE PIPING AND CONNECT NEW LINE SIZE LATERAL LINE PIPING TO EXISTING OVERHEAD SPRAY SPRINKLERS AND INSTALL SLEEVES UNDER HARDSCAPE AS SHOWN PER PLAN 3 VERIFY EXISTING IRRIGATION VALVE ASSIGNMENTS AND CONNECT NEW ECV TO NEXT AVAILABLE STATION AT EXISTING IRRIGATION CONTROLLER 'A' - INSTALL ADD-A-ZONE MODEL NO. RCO860009 SERIES STATION MULTIPLIER AT NEW VALVE SYMBOL DESCRIPTION ELECTRIC CONTROL VALVE PRESSURE MAIN LINE - SIZE NOTED NON-PRESSURE LATERAL LINE PIPING - SIZE NOTED WIRE SLEEVE - SIZE NOTED PIPE SLEEVE - SIZE NOTED L INDICATES PLANT WATER USE CATEGORY (L= LOW, M=MODERATE, H=HIGH, WATER USE). INDICATES PRECIPITATION RATE INDICATES ELECTRIC CONTROL VALVE SIZE INDICATES IRRIGATION SPRINKLER CONTROLLER STATION NUMBER INDICATES FLOW IN GPM FOR ELECTRIC CONTROL VALVE 0.6 1" 5.0VALVE CALLOUT LEGEND EQUIPMENT LEGEND A-1 EXISTING PRESSURE MAIN LINE PIPING GATE VALVE EXISTING CONTROLLER A Q OVERHEAD SPRAY NOZZLES - SEE "SPRAY SPRINKLER LEGEND" SHEET L-700A EXISTING OVERHEAD SPRAY BODIES - PROTECT-IN-PLACE EXISTING NON-PRESSURE LATERAL LINE - PROTECT-IN-PLACE EXISTING NON-PRESSURE LATERAL LINE CONNECTION TO NEW NON-PRESSURE LATERAL LINE PIPING EXISTING ELECTRIC CONTROL VALVE NONE SHOWN EL CANEJO LN.0.67.5 A-61" L AREA - 1,123 S.F. TUBING - 749 L.F. PROVIDE SPARE WIRES AT ECV 3 1 0.6 16.1 A-4 1-1/2" L AREA - 2,415 S.F. TUBING - 1,610 L.F.3 1 4SL 4SL 4SL2SL 2 2 0.62.9 A-12 1" L AREA - 442 S.F. TUBING - 295 L.F. 3 1 0.7 +2.9 A-1- M 0.7 +5.1 A-2- M EXISTING IRRIGATION MAIN LINE LOCATION - LOCATION IS DIAGRAMMATIC,CONTRACTOR TO FIELD VERIFY AND CONFIRM EXACT LOCATION TO ACCOMMODATE NEW IRRIGATION IMPROVEMENTS AT EXISTING VALVE 'A-6' EXISTING IRRIGATION LATERAL LINE LOCATION IS DIAGRAMMATIC, CONTRACTOR TO FIELD VERIFY AND CONFIRM EXACT LOCATION TO ACCOMMODATE CONNECTION TO NEW IRRIGATION IMPROVEMENTS AT EXISTING VALVES 'A-1' AND 'A-2' 0.7 +4.5 A-13- M (NOT SHOWN) 3 EXISTING IVC VALVE 'A-4' NOT SHOWN - CONTRACTOR TO LOCATE AND FIELD VERIFY TO CONNECT NEW IRRIGATION IMPROVEMENTS EXISTING IRRIGATION CONTROLLER A (NOT SHOWN)

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T R T R R T R T V OP V OP V V V V V OP F F Q QQQ Q Q Q Q T R T R R T R T V OP V OP V V V V V OP F F Q QQQ Q Q Q Q SJXX1"=10'-0" IRRIGATION MODIFICATION PLAN - ADDITIVE BID L-702 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.

LIMIT OF WORK
VERIFY THE ACTUAL P.O.C. LOCATION, SIZE AND STATIC WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF THERE ARE ANY DISCREPANCIES WITH THE P.O.C. INFORMATION SHOWN HEREIN WITH THAT OF ACTUAL P.O.C. INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE P.O.C. INFORMATION, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IRRIGATION CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL ENSURE THE FUNCTIONALITY/ OPERABILITY OF THE EXISTING IRRIGATION SYSTEM PRIOR TO ANY CONSTRUCTION. WHERE THE NEW IMPROVEMENTS IMPACT THE PERFORMANCE OF THE EXISTING IRRIGATION SYSTEM THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR/ RELOCATE EXISTING NON-PRESSURE LATERAL LINES AND POP-UP SPRAY/ OVERHEAD IRRIGATION. THE MODIFICATION OF THE EXISTING IRRIGATION SYSTEM SHALL BE INSTALLED TO PROVIDE HEAD TO HEAD 100% COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, SIGNS, AND HARDSCAPE. WHERE EXISTING VALVES SERVING TURF IRRIGATION ARE TO REMAIN, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING NEW IRRIGATION HEADS/ ROTORS, NOZZLES, PRESSURE MAINLINE AND NON-PRESSURE LATERAL LINE PIPE TO ENSURE FUNCTIONALITY OF THE SYSTEM. 2. SECURE PERMISSION FROM THE OWNER AND PARK MAINTENANCE STAFF TO SHUT OFF THE IRRIGATION WATER SUPPLY TO PORTIONS OF THE SITE. IN THE EVENT THAT IT IS NECESSARY CONTRACTOR TO PROVIDE HAND WATERING OR ALTERNATIVE METHODS TO IRRIGATE EXISTING PLANTING AREAS SERVED BY THE AFFECTED PORTION OF THE IRRIGATION SYSTEM. 3. CONTRACTOR TO LOCATE AND FIELD VERIFY EXISTING RECYCLED WATER BACKFLOW PREVENTER ASSEMBLY FOR EXISTING IRRIGATION SYSTEM AND IRRIGATION SYSTEM IMPROVEMENTS, NOT SHOWN ON PLANS. CONTRACTOR TO VERIFY EXISTING BACKFLOW PREVENTER ASSEMBLIES ARE INSTALLED PER CODE AND REQUIRE NO SERVICE OR REPAIR THAT WOULD PREVENT INSTALLATION OR CONNECTION PER PLAN. 4. CONTRACTOR TO LOCATE AND INTERCEPT EXISTING LATERAL LINE PIPING AND CONNECT NEW LATERAL LINE PIPING TO ENSURE 100% IRRIGATION COVERAGE AT EXISTING TURF AREAS. 5. REPAIR DAMAGE TO EXISTING PLANTING AREA FINISH GRADES CAUSED BY LANDSCAPE CONSTRUCTION OPERATIONS. PROVIDE ADDITIONAL SOIL COMPACTION AS REQUIRED TO REPAIR THE SETTLING OF GRADES TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNER. 6. REPLACE AND / OR REPAIR DAMAGE TO EXISTING IRRIGATION SYSTEM CAUSED BY INSTALLATION OF NEW IRRIGATION SYSTEM. 7. CONTRACTOR TO VERIFY AND PROVIDE WRITTEN REPORT TO OWNER THAT EXISTING SYSTEM IS IN PROPER WORKING ORDER REQUIRING NO REPAIRS PRIOR TO CONNECTION OF NEW IMPROVEMENTS. 8. ANY DAMAGE TO LANDSCAPE OR IRRIGATION OUTSIDE THE LIMITS OF WORK SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. IRRIGATION CONSTRUCTION MODIFICATION NOTES 1 LOCATE AND INTERCEPT EXISTING MAIN LINE PIPING AND CONNECT NEW MAIN LINE PIPING - ADAPT NEW PIPING AS REQUIRED FOR PERMANENT CONNECTION - PROTECT IN PLACE EXISTING CONTROLLER WIRES LOCATED WITH MAIN LINE 2 LOCATE AND INTERCEPT EXISTING LATERAL LINE PIPING AND CONNECT NEW LINE SIZE LATERAL LINE PIPING TO EXISTING OVERHEAD SPRAY SPRINKLERS AND INSTALL SLEEVES UNDER HARDSCAPE AS SHOWN PER PLAN 3 VERIFY EXISTING IRRIGATION VALVE ASSIGNMENTS AND CONNECT NEW ECV TO NEXT AVAILABLE STATION AT EXISTING IRRIGATION CONTROLLER 'A' - INSTALL ADD-A-ZONE MODEL NO. RCO860009 SERIES STATION MULTIPLIER AT NEW VALVE SYMBOL DESCRIPTION ELECTRIC CONTROL VALVE PRESSURE MAIN LINE - SIZE NOTED NON-PRESSURE LATERAL LINE PIPING - SIZE NOTED WIRE SLEEVE - SIZE NOTED PIPE SLEEVE - SIZE NOTED L INDICATES PLANT WATER USE CATEGORY (L= LOW, M=MODERATE, H=HIGH, WATER USE). INDICATES PRECIPITATION RATE INDICATES ELECTRIC CONTROL VALVE SIZE INDICATES IRRIGATION SPRINKLER CONTROLLER STATION NUMBER INDICATES FLOW IN GPM FOR ELECTRIC CONTROL VALVE 0.6 1" 5.0VALVE CALLOUT LEGEND EQUIPMENT LEGEND A-1 EXISTING PRESSURE MAIN LINE PIPING GATE VALVE EXISTING CONTROLLER A Q OVERHEAD SPRAY NOZZLES - SEE "SPRAY SPRINKLER LEGEND" SHEET L-700A EXISTING OVERHEAD SPRAY BODIES - PROTECT-IN-PLACE EXISTING NON-PRESSURE LATERAL LINE - PROTECT-IN-PLACE EXISTING NON-PRESSURE LATERAL LINE CONNECTION TO NEW NON-PRESSURE LATERAL LINE PIPING EXISTING ELECTRIC CONTROL VALVE NONE SHOWN EL CANEJO LN.0.67.5 A-61" L AREA - 1,123 S.F. TUBING - 749 L.F. PROVIDE SPARE WIRES AT ECV 3 1 0.6 11.9 A-41" L AREA - 1,779 S.F. TUBING - 1,186 L.F.3 1 4SL 4SL 4SL2SL 2 2 0.62.9 A-12 1" L AREA - 442 S.F. TUBING - 295 L.F. 3 1 0.7 +2.9 A-1- M 0.7 +5.1 A-2- M EXISTING IRRIGATION MAIN LINE LOCATION - LOCATION IS DIAGRAMMATIC,CONTRACTOR TO FIELD VERIFY AND CONFIRM EXACT LOCATION TO ACCOMMODATE NEW IRRIGATION IMPROVEMENTS AT EXISTING VALVE 'A-6' EXISTING IRRIGATION LATERAL LINE LOCATION IS DIAGRAMMATIC, CONTRACTOR TO FIELD VERIFY AND CONFIRM EXACT LOCATION TO ACCOMMODATE CONNECTION TO NEW IRRIGATION IMPROVEMENTS AT EXISTING VALVES 'A-1' AND 'A-2' 0.7 +4.5 A-13- M (NOT SHOWN) 3 EXISTING IVC VALVE 'A-4' NOT SHOWN - CONTRACTOR TO LOCATE AND FIELD VERIFY TO CONNECT NEW IRRIGATION IMPROVEMENTS EXISTING IRRIGATION CONTROLLER A (NOT SHOWN)

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SJESAS SHOWN IRRIGATION DETAILS L-750

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 ELECTRIC CONTROL VALVE N.T.S. SECTION 1" IN TURF AND 3" IN PLANTING AREA FINISH GRADE CONTROL/ COMMON WIRES - COIL 36" MINIMUM LENGTH OF WIRES IN BOX COMMON BRICK SUPPORTS - 4 REQUIRED PVC PIPE TO SPRINKLERS - ANGLE PIPE WITH SPECIFIED DEPTH W/ 45 DEGREE ELBOWS AS REQUIRED LANDSCAPE FABRIC BELOW GRAVEL - WRAP SIDES BOX BOTTOM AND COVER ALL OPENINGS 3/4" CRUSHED GRAVEL BASE - 8" DEPTH SCHEDULE 80 PVC SLIP FITTING - LINE SIZE SCHEDULE 80 PVC T.O.E. (THREADED ONE END) AND SLIP FIT ELL - LINE SIZE SCHEDULE 80 PVC NIPPLE - VALVE SIZE 2" MIN.

CLR. PVC MAIN LINE PIPING SCHEDULE 80 PVC SLIP FITTING - LINE SIZE SCHEDULE 80 PVC SLIP FITTING - LINE SIZE CHRISTY'S I.D. TAG - SEQUENCED TO MATCH DRAWINGS WATERPROOF WIRE CONNECTOR - 2 REQUIRED ELECTRIC CONTROL VALVE RECTANGULAR VALVE BOX - BOLT DOWN LOCKING COVER - BLACK IN COLOR - HEAT BRAND VALVE STATION NUMBER ON COVER IN 2" HIGH CHARACTERS 1 P-E-24 ELECTRIC CONTROL VALVE - DRIP N.T.S. PVC MAIN LINE PIPING 3" IN PLANTING AREA PVC NON-PRESSURE LATERAL LINE PIPING SCHEDULE 80 PVC MALE ADAPTER SCHEDULE 80 PVC NIPPLE - SHORT (1 OF 3) SCHEDULE 80 PVC UNION LANDSCAPE FABRIC BELOW GRAVEL - WRAP SIDES BOX BOTTOM AND COVER ALL OPENINGS 3/4" CRUSHED GRAVEL BASE - 8" DEPTH SCHEDULE 80 PVC TEE OR ELL AS REQUIRED COMMON BRICK SUPPORTS - 4 REQUIRED SCHEDULE 80 PVC NIPPLE (2" LENGTH - HIDDEN) AND SCHEDULE 80 PVC ELL SECTION SCHEDULE 80 PVC ELL SCHEDULE 80 PVC NIPPLE TYPICAL - LENGTH AS REQUIRED ELECTRIC CONTROL VALVE DRIP ASSEMBLY 3"
MIN. FINISH GRADE TOP OF MULCH LAYER RECTANGULAR VALVE BOX WITH BOLT DOWN LOCKING COVER - BLACK IN COLOR - HEAT BRAND CONTROLLER AND VALVE STATION NUMBER SEQUENCE ON COVER IN 2" HIGH CHARACTERS CHRISTY'S VALVE I.D. TAG - IDENTIFY CONTROLLER ASSIGNMENT WATERPROOF WIRE CONNECTOR - 2 REQUIRED 30" COIL LINEAR LENGTH OF CONTROL WIRES 2 P-E-25 BALL VALVE N.T.S. LANDSCAPE FABRIC BELOW GRAVEL - WRAP SIDES BOX BOTTOM AND COVER ALL OPENINGS 3/4" CRUSHED GRAVEL BASE - 8" DEEP BELOW VALVE TO LEVEL W/ CONTROL NUT SCHEDULE 80 PVC T.O.E. NIPPLE (THREADED ONE END) AND PVC SLIP COUPLING- LINE SIZE (TYPICAL) 2"
MIN.

CLR. 1" IN TURF AND 3" IN PLANTING AREA FINISH GRADE BALL VALVE - THREADED BODY W/ CROSS HANDLE PVC PIPE EXTENSION SLEEVE - 6-INCH DIA. COMMON BRICK SUPPORTS- 4 REQUIRED PVC MAIN LINE PIPE NOTE: 1. INSTALL VALVE BOX AND EXTENSION AS REQUIRED TO POSITION VALVE AT MAIN LINE PIPE DEPTH. SECTION BOLT-DOWN ROUND VALVE BOX WITH STAINLESS STEEL HARDWARE - BLACK IN COLOR - HEAT BRAND THE LETTERS 'BV' WITH 2" TALL CHARACTERS 3 P-E-22 VALVE BOX LAYOUT N.T.S. PLAN VIEW ROUND VALVE BOX SHRUB MASSING, SEE PLANTING PLAN STANDARD RECTANGULAR VALVE BOX, TYP. JUMBO RECTANGULAR VALVE BOX, TYP. SHRUB HEDGE ROW OR SHRUB MASSING, SEE PLANTING PLAN PA EDGE OF CURB, PAVEMENT, TURF, FENCE, ETC. NOTES: 1. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICE OF VALVE. 2. SET VALVE BOXES 3" MAXIMUM ABOVE GRADE IN MULCH COVER OR SHRUB/ GROUNDCOVER AREAS. 3. VALVE BOXES INSTALLED ONLY WHERE PERMITTED. 4. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO THE EDGE. 5. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT DEFORMATION/ COLLAPSE OF VALVE BOX BASES. 6. SHRUB ROWS SHALL KEEP CONTINUITY WHEREVER PLANTED. 24" 24" 24" 24" SETBACK REFER TO PLANS CLEAR OF UTILITIES 4 P-E-26 NOTE: THE ENDS OF THE CONDUIT SHALL REMAIN CAPPED UNTIL THE INSTALLATION OF CABLE SIGNAL CABLE PULL BOX N.T.S. SECTION CURB, WALK OR OTHER HARDSCAPE 12" MIN. FINISH GRADE 2"
MIN.
30" 1" IN TURF AND 3" IN PLANTING AREA SxS COUPLING - UL LISTED SCHEDULE 40 PVC - 4 REQUIRED CABLE CONDUIT - UL LISTED SCHEDULE 40 PVC SWEEP ELL 90 - UL LISTED SCHEDULE 40 PVC 3/4" CRUSHED GRAVEL BASE - 8" DEPTH COMMON BRICK SUPPORTS - 4 REQUIRED LANDSCAPE FABRIC BELOW GRAVEL - WRAP SIDES BOX BOTTOM AND COVER ALL OPENINGS CONDUIT BUSHING - SEAL ENDS W/ SPRAY FOAM BOLT DOWN ROUND VALVE BOX - BLACK IN COLOR - HEAT BRAND THE LETTERS 'PB' ON COVER IN 2" HIGH CHARACTERS PER SPECIFICATIONS PERMANENT IDENTIFICATION BAND SIGNAL CABLE - WITH 24" EXPANSION LOOP 6 P-E-23 3M "DBR/Y-6" WIRE CONNECTOR N.T.S. STRIP WIRE INSULATION FROM ENDS PER MFR. INSERT WIRE ENDS INTO THE CONNECTOR AND TWIST IN A CLOCKWISE DIRECTION UNTIL SECURE INSERT CONNECTOR INTO INSULATOR TUBE AND PUSH UNTIL IT SNAPS IN PLACE AT THE BASE POSITION WIRES IN WIRE CHANNEL SNAP INSULATOR TUBE COVER CLOSED5 P-E-27 POP-UP SPRINKLER N.T.S. SECTION PLAN VIEW POP-UP SPRAY HEAD OR ROTOR 1/2" IN TURF 2" IN PLANTING AREA FINISH GRADE 24" IN TURF AND PLANTING AREA 12" FROM VERTICAL SURFACES ADJACENT PAVING EDGE OR CURB POP-UP SPRAY HEAD OR ROTOR SCHEDULE 40 PVC STREET ELL - TYPICAL SCHEDULE 40 PVC TxT ELL LATERAL LINE PIPING AND FITTING LATERAL LINE PIPING AND FITTING SCHEDULE 40 PVC STREET ELL - TYPICAL SCHEDULE 80 PVC NIPPLE - 6" MINIMUM AND 12" MAXIMUM LENGTH LATERAL LINE PIPING AND FITTING SCHEDULE 40 PVC TxT ELL SCHEDULE 80 PVC SHORT NIPPLENOTE: 1. USE TEFLON TAPE ON ALL THREADED FITTINGS. 7 P-E-32 POP-UP STREAM ROTOR N.T.S. SECTION PLAN VIEW POP-UP ROTOR 1/2" IN TURF 2" IN PLANTING AREA FINISH GRADE 24" IN TURF AND PLANTING AREA 12" FROM VERTICAL SURFACES ADJACENT PAVING EDGE OR CURB POP-UP ROTOR SCHEDULE 40 PVC STREET ELL - TYPICAL SCHEDULE 40 PVC TxT ELL LATERAL LINE PIPING AND FITTING LATERAL LINE PIPING AND FITTING SCHEDULE 40 PVC STREET ELL - TYPICAL SCHEDULE 80 PVC NIPPLE - 6" MINIMUM AND 12" MAXIMUM LENGTH LATERAL LINE PIPING AND FITTING SCHEDULE 40 PVC TxT ELL SCHEDULE 80 PVC SHORT NIPPLENOTE: 1. USE TEFLON TAPE ON ALL THREADED FITTINGS.8 P-E-33 PIPE INSTALLATION N.T.S. 6" CLR. CURB, PAVING FINISH GRADE OR WALL - TYPICAL UNDISTURBED SOIL PRESSURE MAIN LINE PIPING CONTROL WIRES - BUNDLE AND TAPE EVERY 10-LINEAR FEET - INSTALL TO FOLLOW PRESSURE MAIN LINE PATH FLOW SENSOR SIGNAL CABLE CONDUIT A PIPE SIZE (DIA.) 3/4" TO 2-1/2" 3" AND 4"
A
B
C
D 12" 18" 18" 4" 18" 24" 24" 4" 6" AND LARGER 30" 24" 6" B
C
C
D
D
D 12"
D
D SECTION CLEAN SOIL PIPE BEDDING, SEE CHART CLEAN, COMPACTED BACKFILL SOIL, SEE SPECIFICATIONS NON-PRESSURE LATERAL LINE PIPING NOTES: 1. LOCATE SIGNAL CABLE WITH MAIN LINE AND CONTROL WIRE TRENCH WHERE POSSIBLE. 2. COORDINATE TRENCHING WITH ALL OTHER EXISTING/ NEW UTILITIES AND UNDERGROUND STRUCTURES. PROVIDE 12" SEPARATION BETWEEN MAIN LINE AND WIRE PATH 9 P-E-34 SLEEVE INSTALLATION N.T.S. SECTION PAVING LATERAL LINES IN SCHEDULE 40 PVC SLEEVE PRESSURE MAIN LINE IN SCHEDULE 40 PVC SLEEVE CONTROL WIRES IN SCHEDULE 40 PVC SLEEVE FLOW SENSOR SIGNAL CABLE AND CONDUIT NOTES: 1. PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' INSTALLATION SPECIFICATIONS. 2. MAIN LINE, LATERAL LINES AND CONTROL WIRES SHALL BE SLEEVED BELOW HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC, 2-TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE WIDTH. 3. SLEEVES SHALL EXTEND 12" PAST THE EDGE OF PAVING INTO PLANTING AREA OR TURF. SLEEVE LOCATION BELOW PEDESTRIAN PAVING BELOW VEHICULAR PAVING A
B
C
D 12" 24" 24" 4" 24" 36" 36" 6"
A

D SAND BACKFILL COMPACTED TO EQUAL DENSITY OF EXISTING SOIL OR PAVING BASE MATERIAL B
C
D
D 12"
D
D
C UNDISTURBED SOIL CLEAN SOIL PIPE BEDDING, SEE CHART 10 P-E-35

Page 283 of 1816 ends

SJESAS SHOWN IRRIGATION DETAILS L-751 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 FLUSHOUT - DRIP SYSTEM N.T.S. SECTION FINISH GRADE DRIPLINE SYSTEM PIPING COMMON BRICK SUPPORT - 2 REQUIRED SCHEDULE 40 PVC SLIP COUPLER (LINE SIZE) SCHEDULE 40 PVC SLIP-FIT REDUCER BUSHING (1/2" x 3/8") AS REQUIRED 3/4" CRUSHED GRAVEL - 1CUBIC FOOT PVC FLEXIBLE HOSE (BLACK) 1/2" DIAMETER (NON-IPS) - 3 FOOT MINIMUM LENGTH - RAIN BIRD MODEL #SPX-FLEX 050 SERIES SCHEDULE 40 PVC SLIP-FIT REDUCER BUSHING (1/2" x 3/8") AS REQUIRED 10" ROUND BOLT DOWN VALVE BOX - BLACK IN COLOR- HEAT BRAND THE LETTERS 'FV' IN 2" HIGH CHARACTERS ON COVER SCHEDULE 40 PVC BALL VALVE (S x S) - 1/2" 3" IN PLANTING AREA 1 P-E-28 DRIPLINE SYSTEM LAYOUT - TYPICAL N.T.S. AV FVOP PLAN VIEW DRIPLINE CONTROL VALVE ASSEMBLY AIR/ VACUUM RELIEF (WHERE REQUIRED) - CONNECT TO BLANK DRIP TUBING AT EACH HIGH POINT ELBOW FITTING (UNIVERSAL NUT LOCK TYPE) - TYPICAL DRIPLINE PIPING EDGE OF PLANTING AREA ASSIGNED TO DRIPLINE VALVE STATION SHRUB PLANTING, TYPICAL DRIP SYSTEM OPERATION INDICATOR KIT TIE DOWN STAKE - TYPICAL LINE FLUSHING VALVE TEE FITTING (UNIVERSAL NUT LOCK TYPE) - TYPICAL PVC LATERAL LINE PIPING TO DRIPLINE SYSTEM NOTES: 1. SEE EQUIPMENT LEGEND FOR DRIPLINE AND PLANT MATERIAL ASSIGNMENT. 2. SEE STATION CALLOUTS ON PLAN SHEETS FOR SPECIFIC VALVE PERFORMANCE REQUIREMENTS AND CONFIGURATION OF DRIPLINE. 3. PROVIDE COUPLING FITTING (UNIVERSAL NUT LOCK) - WHERE REQUIRED. 4. REFER TO MANUFACTURER FOR DRIPLINE MAXIMUM LATERAL LENGTHS. 2 P-E-29 DRIPLINE CONNECTIONS BURIED - TYPICAL N.T.S. DRIPLINE MANIFOLD (TYPICAL) SECTION 6" MIN. CLR. TUBING SPACING AS NOTED IN LEGEND LIMIT OF PLANTER OR PAVEMENT EDGE SOIL COVER OVER DRIPLINE TUBING - 4" DEPTH TIE DOWN STAKE SCHEDULE 40 PVC RISER - LENGTH AS REQUIRED SCHEDULE 40 PVC SUPPLY LINE PIPING TO ELECTRIC CONTROL VALVE DRIP SYSTEM OPERATION INDICATOR DRIPLINE TEE, ELL OR COUPLER FITTING AS REQUIRED SCHEDULE 40 PVC TEE OR ELBOW FITTING FROM PVC RISER TO DRIPLINE TUBING - FITTING INCLUDES DRIPLINE ADAPTER(S) AS REQUIRED DRIPLINE EMITTER TUBING FINISH GRADE MULCH LAYER 3 P-E-30 DRIP IRRIGATION ON SLOPE N.T.S. TOE OF SLOPE TOP OF SLOPE DRIPLINE TUBING 10-FEET OR GREATER ELEVATION CHANGE SLOPE BENCH TOP 2/3 OF SLOPE - DRIP ZONE 'A' - DRIP LINE TUBING SPACING AS SPECIFIED BOTTOM 1/3 OF SLOPE - DRIP ZONE 'B' - DRIP LINE TUBING SPACING AS SPECIFIED PLUS 25% AXONOMETRIC NOTES: 1. SEE EQUIPMENT LEGEND FOR DRIPLINE TUBING SPACING AND SPECIFICATION INFORMATION. 2. DRIP ZONE 'A' AND 'B' REPRESENT SEPARATE DRIP ZONES ON SEPARATE VALVES. SEE PLAN FOR DRIP ZONE LOCATIONS. 4 P-E-31 12" 12" TREE IRRIGATION - DRIPLINE N.T.S. PLAN VIEW PVC LATERAL LINE PIPING SUPPLY LINE TO ELECTRIC CONTROL VALVE DRIPLINE TUBING TIE DOWN STAKE 1/2" CROSS TEE BARB FITTING TREE CANOPY, SEE TREE PLAN PVC THREADED ADAPTER FITTING FOR CONVERSION TO PVC PIPING 1/2" CROSS TEE BARB FITTINGTREE ROOTBALL NOTES: 1. PROVIDE AND INSTALL (2) RINGS FOR 15 GALLON TREES. 2. PROVIDE AND INSTALL (3) RINGS FOR 24" BOX TREES. 3. PROVIDE AND INSTALL (4) RINGS FOR 60" BOX TREES. 5 P-E-36

Page 284 of 1816 ends

SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE WUCOLS SPACING REMARKS QTY TREES LAG N40 LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' NATCHEZ CRAPE MYRTLE 24" BOX LOW PER PLAN STANDARD 3 ULM DRA ULMUS PARVIFOLIA 'DRAKE' DRAKE LACEBARK ELM 24" BOX MOD PER PLAN STANDARD 3 SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE WUCOLS SPACING QTY SHRUBS ACA CIT ACACIA COGNATA 'ACCOG01' COUSIN ITT LITTLE RIVER WATTLE 1 GAL LOW 30" O.C. 218 ACH MIL ACHILLEA MILLEFOLIUM COMMON YARROW 1 GAL LOW 18" O.C. 97 LAN PUR LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL LOW 30" O.C. 159 LIM PER LIMONIUM PEREZII STATICE 1 GAL LOW 24" O.C. 57 RHA EVE RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL LOW 48" O.C. 30 TEC IFP TECOMA STANS 'BELLS OF FIRE' BELLS OF FIRE ESPERNZA 1 GAL LOW 24" O.C. 106 TRA JAS TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 1 GAL MODERATE 24" O.C. 387 GROUND COVERS TUR WFU TURF SOD WESTCOASTER TALL FESCUE SOD 829 SF MULCH FORMER DRAINAGE CREEK AREA 3" THICK LAYER 1,700 SF SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE WUCOLS SPACING QTY SHRUBS ACA CIT ACACIA COGNATA 'ACCOG01' COUSIN ITT LITTLE RIVER WATTLE 1 GAL LOW 30" O.C. 209 ACH MIL ACHILLEA MILLEFOLIUM COMMON YARROW 1 GAL LOW 18" O.C. 84 LAN PUR LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL LOW 30" O.C. 133 LIM PER LIMONIUM PEREZII STATICE 1 GAL LOW 24" O.C. 57 RHA EVE RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL LOW 48" O.C. 24 TEC IFP TECOMA STANS 'BELLS OF FIRE' BELLS OF FIRE ESPERNZA 1 GAL LOW 24" O.C. 85 TRA JAS TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 1 GAL MODERATE 24" O.C. 343 GROUND COVERS TUR WFU TURF SOD WESTCOASTER TALL FESCUE SOD 829 SF MULCH FORMER DRAINAGE CREEK AREA 3" THICK LAYER 1,700 SF SJESNONE PLANTING SCHEDULE AND NOTES L-800 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 TREE SCHEDULE SHRUB SCHEDULE - BASE BID 1. SEE SHEET L-250 FOR LOCATION OF EXISTING TREES TO BE PROTECTED/DEMO. 2. CONTRACTOR TO CONFIRM HEDGE AND SHRUBS LIMIT TO REMAIN WITH LANDSCAPE ARCHITECT IN FIELD PRIOR TO DEMOLITION OPERATIONS. 3. CONTRACTOR TO CONFIRM TREES TO REMAIN WITH LANDSCAPE ARCHITECT IN FIELD PRIOR TO DEMOLITION OPERATIONS. 4. CONTRACTOR IS RESPONSIBLE FOR THE HEALTH AND CARE OF THE TREES. IN THE EVENT OF DAMAGE OR DEATH OF THE TREE DURING CONSTRUCTION, CONTRACTOR TO REPLACE WITH EQUAL MATCHING SPECIMEN. 5. ALL TREES TO BE HAND WATERED AS NEEDED AND SPRAYED CLEAN OF DUST WEEKLY FOR THE DURATION OF THE PROJECT. PRESERVATION / RELOCATION NOTES 1. ALL LOCAL, MUNICIPAL, COUNTY AND STATE LAWS, RULES, AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THE PROJECT PLANS AND SPECIFICATIONS; AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ADDITIONALLY, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE LATEST EDITION OF THE APWA, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ("GREEN BOOK"), AND THE PROJECT SPECIFICATIONS. WHENEVER SPECIAL REQUIREMENTS CONFLICT ON ANY SUBJECT MATTER, THE CITY ENGINEER, OR HIS/HER DESIGNATED REPRESENTATIVE, WILL DETERMINE WHICH SPECIAL REQUIREMENTS AND/OR CODES SHALL GOVERN. 2. ALL EXISTING LANDSCAPE AREAS DAMAGED DURING CONSTRUCTION MUST BE RESTORED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. RESTORATION OF EXISTING LANDSCAPE AREAS SHALL BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 3. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA (DIG ALERT) AT LEAST TWO (2) WORKING DAYS BEFORE DIGGING, EXCAVATING, OR CONSTRUCTION. PHONE 1-800-422-4333 OR 811. 4. THE CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DISCREPANCIES IN AREA CONFIGURATION OR SIZES, OR IN DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED DURING THE DESIGN PROCESS. SUCH OBSTRUCTIONS, OR DIFFERENCES, SHOULD BE BROUGHT TO THE ATTENTION OF THE CITY ENGINEER, OR HIS/HER DESIGNATED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AND SHALL PERFORM SUCH REVISIONS AT HIS/HER OWN EXPENSE. 5. FINISH GRADE ALL PLANTING AREAS TO ACHIEVE A MINIMUM 2% DRAINAGE AND SMOOTH AND EVEN CONDITION, MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE AND DISPOSE OF ALL SURFACE STONES, ROOTS, WEEDS, DEBRIS, FOREIGN MATERIALS, CLODS, AND ROCKS OVER (1) INCH IN DIAMETER SO THAT AFTER CONDITIONING AND PLANTING THE GRADE IS 1" AT TURF/2" AT PLANTING AREAS BELOW ADJACENT HARDSCAPE EXCEPT ALONG CURB CUT AREAS. CONTRACTOR IS TO ENSURE A SMOOTH TRANSITION FROM EXISTING TO NEW GRADE. 6. SOIL TO BE REMOVED IN PLANTING AREA IS TO BE DISPOSED OF LEGALLY OFF-SITE. 7. ALL NURSERY STOCK IS TO COMPLY TO THE INDUSTRY STANDARD IN TERMS OF HEALTH, STRUCTURE, HEIGHT/WIDTH, ROOT CONDITION AS OUTLINED IN THE PDF LOCATED ONLINE HERE: https://www.urbantree.org/PDF/NURSERYTREESPECS1.PDF ANY PLANT MATERIAL THAT DOES NOT COMPLY IS SUBJECT TO REJECTION BY THE CITY OR LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. ANY REJECTED MATERIAL MUST BE REPLACED WITH COMPLIANT MATERIAL AT THE COST OF THE CONTRACTOR. 8. PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIAL WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE DRAWINGS, UNLESS OTHERWISE NOTED BY THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT. 9. STAKE TREES AS INDICATED PER TREE PLANTING DETAIL. 10. THE CONTRACTOR IS RESPONSIBLE FOR COUNT VERIFICATION AND IS TO SUPPLY THE QUANTITIES DELINEATED GRAPHICALLY ON PLANS. 11. PLANT ESTABLISHMENT AND MAINTENANCE PERIOD SHALL BEGIN IMMEDIATELY AFTER INSPECTION AND ACCEPTANCE OF THE WORK BY THE CITY ENGINEER, OR HIS/HER DESIGNATED REPRESENTATIVE. PLANT ESTABLISHMENT AND MAINTENANCE PERIOD SHALL BE FOR A DURATION STATED IN THE SPECIFICATIONS. PLANT ESTABLISHMENT AND MAINTENANCE SHALL BE PERFORMED PER THE PROJECT SPECIFICATIONS. 12. SUPPLEMENTAL HAND WATERING MAY BE REQUIRED DURING THE MAINTENANCE PERIOD TO ESTABLISH PLANT MATERIAL. 13. PLACE WOOD CHIP MULCH IN ALL PLANTED AREAS AT A MINIMUM DEPTH OF 3-INCHES. MULCH TO BE SHREDDED BARK MULCH, DARK BROWN AESTHETIC APPEARANCE DO NOT INSTALL MULCH WITHIN A 6" DIA. OF ANY TREE OR SHRUB TRUNK. CONTRACTOR TO PROVIDE A SAMPLE MULCH FOR THE REVIEW AND APPROVAL PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. 1. UPON THE COMPLETION OF DEMOLITION AND GRADING AND PRIOR TO THE INSTALLATION OF THE IRRIGATION SYSTEM, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TWO (2) SOIL SAMPLES TAKEN AT TWO (2) SEPARATE LOCATIONS APPROVED BY THE LANDSCAPE ARCHITECT. TWO (2) SOIL SAMPLES SHALL BE TAKEN AT EACH LOCATION: SAMPLE ONE: TAKEN AT GROUND LEVEL TO 10" DEEP SAMPLE TWO: TAKEN AT A DEPTH BETWEEN 24" TO 36" . EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL AND BE LABELED PER LOCATION AND DEPTH. 2. EACH SAMPLE SHALL BE TESTED FOR SOIL FERTILITY AND AGRICULTURAL SUITABILITY. SUBMIT SOIL REPORT, INCLUDING RECOMMENDATIONS SOIL PREPARATION FOR BACKFILL MIX AND LAWN INSTALLATION. A.SOIL TESTING RESULTS SHALL BE SUBMITTED AND APPROVED BY THE LANDSCAPE ARCHITECT. B.SOIL PREPARATION AND BACKFILL MIX SHALL CONFORM TO THE RECOMMENDATIONS OF THE AGRONOMIC SOILS REPORT. C.REFER TO PLANTING SPECIFICATIONS FOR SOILS TESTING, SOIL PREPARATION, FERTILIZATION, MULCHING, AND OTHER ADDITIONAL PLANTING INFORMATION. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND CITY ENGINEER PRIOR TO INSTALLATION. PLANTING NOTES AGRONOMIC SOILS TESTING NOTES SHRUB SCHEDULE - ADDITIVE BID

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T R T R R T R T T R T R R T R T SJES1"=10'-0" TREE PLANTING PLAN - BASE BID L-801 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-800 FOR COMPLETE PLANTING SCHEDULE AND NOTES. NORTH LIMIT OF WORK LIMIT OF WORKLIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK
EL CANEJO LN. CREEK DR.

Page 286 of 1816 ends

T R T R R T R T T R T R R T R T SJES1"=10'-0" SHRUB PLANTING PLAN - BASE BID L-901 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.

LIMIT OF WORK

LIMIT OF WORK
EL CANEJO LN. CREEK DR.

Page 287 of 1816 ends

T R T R R T R T T R T R R T R T SJES1"=10'-0" SHRUB PLANTING PLAN - ADDITIVE BIDL-902 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.

LIMIT OF WORK

LIMIT OF WORK
EL CANEJO LN. CREEK DR.

Page 288 of 1816 ends

SJESAS SHOWN PLANTING DETAILS L-950 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 ROOTBALL SEE DETAIL X/ L-1000 1'-6"
±1'-6"
10" PREVAILING WIND VARIES PER SIZE OF BOX SECTION
1'-0" NOTES: 1. LODGE POLE SIZING : 3" DIA. x 10' FOR 36" BOX TREES. 3" DIA. x 10' FOR 24" BOX TREES, 2" DIA. x 10' FOR 15 GALLON TREES. 2. SECURE TREE TIE TO TREE STAKE USING THE MANUFACTURER'S SUGGESTED METHOD.

EQUAL EQUAL PLAN VIEW DOUBLE STAKED TREE (36" BOX AND SMALLER) 1" = 1'-0" FINISH GRADE CONSTRUCT WATER BASIN 3" MIN. HEIGHT MULCH LAYER PER GENERAL PLANTING NOTES TREATED LODGE POLE PINE TREE STAKE, SEE NOTE BELOW FOR SIZING CINCH TIES - 32" BLACK CINCH TYPE, TWO DOUBLE CINCHES TIES PER TREE SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE NATIVE SUBGRADE AMENDED BACKFILL SOIL PER AGRONOMIC SOILS REPORT PLANT TABLETS, PLACE IN TOP 12" OF PLANTING PIT, SEE SPECS FOR QUANTITY PER TREE TREATED LODGE POLE PINE TREE STAKE, SEE NOTE BELOW FOR SIZING CINCH TIES - 32" BLACK CINCH TYPE, TWO DOUBLE CINCHES TIES PER TREE TREE PER PLANTING PLAN 1 P-E-16 ROOTBALL NOTE: 1. SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE AND SLOPE FOR DRAINAGE. SEE DETAIL X/ L-1000 SECTION SHRUB AND GROUNDCOVER PLANTING 1" = 1'-0" CONTAINER PLANT, CENTERED IN PIT SEE PLANTING PLAN 3" MIN. DEPTH WATER BASIN MULCH LAYER PER GENERAL PLANTING NOTES FINISH GRADE NATIVE SUBGRADE PLANT FERTILIZER TABLETS, SEE SPECS FOR QUANTITY PER SHRUB AMENDED BACKFILL SOIL PLANT PIT PER AGRONOMIC SOILS REPORT EXCAVATION 2 P-E-17 D D D 2/3 (D) PLAN VIEW NOTES: 1. TRIANGULAR SPACE PLANTS EQUAL DISTANCE (D) FROM EACH OTHER. REFER TO THE PLANT LEGEND FOR DISTANCE (D). 2. SEE PLANTING SCHEDULE FOR SPACING OF ALL SHRUBS AND GROUNDCOVERS. 3. ALL SHRUBS/ GROUNDCOVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS.

PLANTING
SETBACK TRIANGULAR SHRUB / G.C. SPACING 1" = 1'-0" PLANT MATERIAL EDGE SIDEWALK, CURB, PAVING OR WALL 3 P-E-18 BOX TREES 1A - PLANT PIT TO BE SQUARE, SEE CHART ABOVE FOR THE PLANT PIT DIMENSIONS. 1B - ROOTBALL CONTAINER PLANTS 2A - PLANT PIT TO BE ROUND, SEE CHART ABOVE FOR THE PLANT PIT DIMENSIONS. 2B - ROOTBALL PLAN VIEW 'A' - SEE CHART 'A' - SEE CHART PLAN VIEW'A' - SEE CHART 1 GALLON 5 GALLON 15 GALLON 24 INCH BOX 30 INCH BOX 36 INCH BOX 48 INCH BOX 12 INCHES 26 INCHES 36 INCHES 48 INCHES 54 INCHES 66 INCHES 84 INCHES 12 INCHES 22 INCHES 24 INCHES 28 INCHES 33 INCHES 44 INCHES 60 INCHES CONTAINER/ BOX SIZE WIDTH/ DIAMETER DEPTH "A" PLANT PIT DIMENSIONS 3/4" = 1'-0" 1A 1B 2A2B 4 P-E-19 FINISH GRADE AT PAVING 3" = 1'-0" CONDITION AT TURF CONDITION AT PLANTING AREA 1" 2" CONCRETE PAVING COMPACTED SUBGRADE TURF FINISH GRADE - 1" BELOW FINISH SURFACE OF ADJACENT PAVING CONCRETE PAVING COMPACTED SUBGRADE SHRUB AND GROUNDCOVER FINISH GRADE - 2" BELOW FINISH SURFACE OF ADJACENT PAVING 5 P-E-21

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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

EL CONEJO PARK REHABILITATION
PROJECT NO. CIP 241-B

PREPARED FOR

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

PREPARED BY
DVDCreative
151 Kalmus Drive, Suite M8
Costa Mesa, CA 92626
April 2026

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1774061.2

CITY OF LAGUNA HILLS

SPECIFICATIONS FOR

EL CONEJO PARK REHABILITATION
Prepared Under the Supervision of:
_____________________________ ___________________________ Shaun Johnson, PLA Date
DVDCreative
Approved By:

Joseph J. Ames, P.E., T.E., City Engineer Date
R.C.E. No. 66999
Expiration Date 9/30/2024

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CITY OF LAGUNA HILLS

TABLE OF CONTENTS
FOR

EL CONEJO 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-9 Proposal Bid Sheets .............................................................................................................. P-10 Bidder’s Certification of Acknowledgement of Compliance With Insurance ............................ P-18

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-31 PART 3 - CONSTRUCTION METHODS ............................................................................. SP-35 PART 4 - EXISTING IMPROVEMENTS .............................................................................. SP-42 BID ITEM DESCRIPTIONS ................................................................................................. SP-45

APPENDICES
Technical specifications ................................................................................................ Appendix A Applicable Standard Plans ............................................................................................ Appendix B Limited Geotechnical Investigation .............................................................................. Appendix C El Conejo Park, Project Plans ...................................................................................... Appendix D

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CITY OF LAGUNA HILLS

NOTICE INVITING BIDS FOR CONSTRUCTION OF

EL CONEJO PARK REHABILITATION
NOTICE IS HEREBY GIVEN that sealed bids for the EL CONEJO 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 3:00 p.m. on Tuesday, June 2, 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, May 19, 2026 at 10:30 a.m. Site Address: 25601 El Conejo Lane, Laguna Hills, California 92653. The meeting is not mandatory but attendance is highly encouraged.

DESCRIPTION OF THE WORK: In general, the work is comprised of public works construction including playground renovation, ada improvements, drinking fountain replacement and new park sign, 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, Traffic Control Plan, 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.

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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 April, 2026. City of Laguna Hills, California BY _____________________________

KAREN HAMMAN, INTERIM CITY CLERK
Published: Saddleback Valley News 24035 El Toro Road
Laguna Hills, CA 92653

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CITY OF LAGUNA HILLS

INSTRUCTIONS TO BIDDERS
FOR

EL CONEJO 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.

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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, "(EL CONEJO PARK) 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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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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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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BIDDER'S NAME:

CITY OF LAGUNA HILLS

PROPOSAL
FOR

EL CONEJO 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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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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1774061.2 P-8 LH 6909-01/2023
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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1774061.2 P-9 LH 6909-01/2023
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 BID SHEETS
FOR

EL CONEJO PARK REHABILITATION

BASE BID
BID ITEMS 1-44:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
1 Traffic Control and Work Site
Protection
1 LS
2 Temporary Construction Fencing 1 LS
3 Softscape Demolition 1 LS
4 Earthwork 1 LS
5 Water Pollution Control 1 LS
6 Trees 6 EA
7 90-Day Maintenance 1 LS
8 Drinking Fountain Demo 1 LS
9 Drinking Fountain Paving Demo 206 SF
10 Drinking Fountain 1 LS
11 Concrete Paving at Drinking
Fountain
191 SF
12 Modify Lawn and Irrigation at
Drinking Fountain
214 SF
13 Existing Monument Sign Demo 1 LS
14 Monument Sign (W101-A) 1 LS
15 Paving Demo for ADA Pathway
Compliance
1,113 SF
16 Remove Existing and Install NDS
1200 Sq. Polypropylene Catch
Basin with 1212 Sq. Grate
1 EA
17 Concrete Paving at ADA Pathway
Compliance
1,260 SF

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1774061.2 P-11 LH 6909-01/2023
18 ADA Pathway Ramp Handrail 62 LF
19 Demo and Install New Removable
Bollard
1 EA
20 Modify Lawn and Irrigation at ADA
Pathway
616 SF
21 New Planting and Irrigation at
ADA Pathway
517 SF
22 Playground Demo 1 EA
23 Raised Planter Wall Demo and
Tree Demo
124 SF
24 Concrete Paving Demo at
Playground
630 SF
25 Playground Paving/Sand Demo 5,020 SF
26 4” Dia. PVC SDR 35 Drain Pipe –
Base Bid
42 LF
27 6” Dia. PVC SDR 35 Drain Pipe –
Base Bid
235 LF
28 Drain Inlet under Rubberized
Surfacing Playground – Base Bid
9 EA
29 New Curb Drain 1 EA
30 Flush Concrete Header – Base
Bid
158 LF
31 Playground Railing along Street
Edge – Base Bid
70 LF
32 Concrete Paving at Playground 390 SF
33 Rubber Play Surface with Base –
Base Bid
3,940 SF
34 Purchase and Delivery of
Playground Equipment – Base Bid
(PE-101, PE-012, PE-103, PE104, PE-105, PE-106, PE-107) 1 LS

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1774061.2 P-12 LH 6909-01/2023
35 Installation of Playground
Equipment – Base Bid (PE-101,
PE-012, PE-103, PE-104, PE-105,
PE-106, PE-107)
1 LS
36 New Planting and Irrigation at
Playground – Base Bid
3,834 SF
37 Creek Demo and Infill with Dirt 1,736 SF
38 24” X 24” Brooks Drain with #2424
Grate
1 EA
39 6” Thick Concrete Pad over 6”
CAB
30 SF
40 Concrete Collar 1 EA
41 Modify Existing Catch Basin 1 EA
42 Cobblestone River Washed Rock 1 LS
43 18” Dia. HDPE Storm Drain 210 LF
44 Mobilization (5% max of Subtotal) 1 LS
TOTAL BID IN FIGURES:
(BASE BID) $
TOTAL BID IN WORDS:
(BASE BID)

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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1774061.2 P-13 LH 6909-01/2023
Additive Alternate Bid #1 – Playground Equipment Alternate BID ITEMS 45-54:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
45 4” Dia. PVC SDR 35 Drain Pipe –
Alternate Bid
50 LF
46 6” Dia. PVC SDR 35 Drain Pipe –
Alternate Bid
260 LF
47 Drain Inlet under Rubberized
Surfacing Playground – Alternate
Bid
9 EA
48 Flush Concrete Header –
Alternate Bid
189 LF
49 Playground Railing along Street
Edge – Alternate Bid
82 LF
50 Rubber Play Surface with Base –
Alternate Bid
4,465 SF
51 Purchase and Delivery of
Playground Equipment – Alternate
Bid (PE-108, PE-109, PE-110,
PE-111, PE-112, PE-113)
1 LS
52 Installation of Playground
Equipment – Alternate Bid (PE108, PE-109, PE-110, PE-111, PE-112, PE-113)
1 LS
53 New Planting and Irrigation at
Playground – Alternate Bid
3,289 SF
SUBTOTAL IN FIGURES:
(ADDITIVE BID #1) $

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1774061.2 P-14 LH 6909-01/2023
Additive Bid #2 – Table and BBQ Replacement
BID ITEMS 55-62:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
55 Table Demo 4 EA
56 BBQ Demo 1 EA
57 Purchase and Delivery of New
Tables
5 EA
58 Installation of New Tables 5 EA
59 Purchase and Delivery of New
BBQs
2 EA
60 Installation of New BBQs 2 EA
61 Purchase and Delivery of Waste
and Recycle Receptacles
8 EA
62 Installation of Waste and Recycle
Receptacles
8 EA
SUBTOTAL IN FIGURES:
(ADDITIVE BID #2) $

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1774061.2 P-15 LH 6909-01/2023
Additive Bid #3 – Hillside Erosion Control Drain
BID ITEMS 63-66:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
63 NDS 1200 Sq. Polypropylene
Catch Basin with 1212 Sq. Solid
Grate
1 EA
64 6” Dia. PVC SDR 35 Drain Pipe 11 LF
65 Retaining Curb at Back of
Sidewalk
27 LF
66 New Planting at Hillside and
Irrigation
292 SF
SUBTOTAL IN FIGURES:
(ADDITVE BID #3) $

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1774061.2 P-16 LH 6909-01/2023
Additive Bid #4 – Playground Seating
BID ITEMS 67-69:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
67 Concrete Paving at Playground
Seating (Standard, Gray)
63 SF
68 Purchase and Delivery of New
Bench Seating at Playground
2 EA
69 Installation of New Bench Seating
at Playground
2 EA
SUBTOTAL IN FIGURES:
(ADDITIVE BID #4) $

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1774061.2 P-17 LH 6909-01/2023
Additive Bid #5 – Alternate Park Sign
BID ITEMS 70:

Item Description
Est.

Quantity Units
Unit
Price
Total
Cost
70 Stone and Metal Monument Sign
(W101-B)
1 LS
SUBTOTAL IN FIGURES:
(ADDITIVE BID #5) $
TOTAL BID IN FIGURES (BASE BID + ADDITIVE BID #1 + ADDITIVE BID #2 + ADDITIVE ALTERNATE BID #3 + ADDITIVE ALTERNATE BID #4 + ADDITIVE ALTERNATE BID #5):
$ ____________________________
TOTAL BID IN WORDS (BASE BID + ADDITIVE BID #1 + ADDITIVE BID #2 + ADDITIVE ALTERNATE BID #3 + ADDITIVE ALTERNATE BID #4 + ADDITIVE ALTERNATE BID #5):

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

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1774061.2 P-18 LH 6909-01/2023

CITY OF LAGUNA HILLS

PROPOSAL BID SHEETS
FOR

EL CONEJO PARK REHABILITATION

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:

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1774061.2 P-19 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 EL CONEJO PARK REHABILITATION AND IN THE SPECIAL PROVISIONS FOR EL CONEJO PARK REHABILITATION and accepts all conditions and requirements contained therein.

Bidder

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

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1774061.2 CA-1 LH 6909-01/2023

CITY OF LAGUNA HILLS

CONTRACT AGREEMENT
FOR

EL CONEJO 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

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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]

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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.

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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)

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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 .

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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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)

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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 .

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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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

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CITY OF LAGUNA HILLS

GENERAL SPECIFICATIONS
FOR

EL CONEJO PARK REHABILITATION

SCOPE OF WORK
The work to be performed and completed by Contractor consists of playground renovation, ada improvements, drinking fountain replacement and new park sign, and all other incidental work in this specification document.

LOCATION OF WORK
The Project is located at 25601 El Conejo Lane, Laguna Hills, CA 92653, 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.

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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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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.

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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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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 (h 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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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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1774061.2 SP-1 LH 6909-01/2023

CITY OF LAGUNA HILLS

SPECIAL PROVISIONS
FOR

EL CONEJO PARK
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 EL CONEJO Park Playground Renovation and other miscellaneous park improvements
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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1774061.2 SP-4 LH 6909-01/2023
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. 5-4.5.8 Evidence 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 to restore street and other 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 of ARHM or FRAC overlay for any given portion of the roadway is completed no later than two (2) working days following the cold-milling of the same portion of roadway. [Add to this section]
Construction Phasing/Scheduling Limitations:
 Construction Phasing:
o Contractor shall submit a construction phasing plan to the City for review and approval prior to starting work. Phasing plans shall be prepared in accordance with the phasing requirements and the conditions included in the project specifications.

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 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.
 Resident Access:
o Contractor shall ensure that access is maintained in the morning and open by the end of each working day for each resident within the project limits. Working hours, as stated in Section 6-3, shall be maintained, and the contractor’s operations shall be phased in such a manner to allow full access to residents during non-working hours.
 Localized Concrete Improvements (Curb/Gutter, Ramps, etc.):
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.  Reconstruction Roadway Sections:
o For roadways designated for reconstruction, phasing for each operation shall be scheduled as follows:
 CMB installation shall be completed on the same day as the roadway demolition activities. No segment shall be left open overnight, and full access shall be maintained at the start and end of each working day.  Base paving asphalt for roadway segments designated to be reconstructed shall be installed no later than 5 working days after the start of roadway demolition.
 Finished course paving for roadway segments designated to be reconstructed shall be installed no later than 10 working days after the base course paving operations for the given segment.
 Grind and/or Overlay Roadway Sections:
o For roadways designated for grind and/or overlay, phasing for each operations shall be scheduled as follows:
o Pavement transitions at the edge of each ground area shall be installed at the end of each work day and maintained for the duration of the project.

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o Pavement dig outs and patching shall be completed within 5 working days of the start of the pavement grinding operations.
o Final paving shall be installed no later than 2 working days after the start of the pavement grinding operations.
 Slurry Seal Roadway Sections:
o For roadways designated for slurry seal, phasing for each operation shall be scheduled as follows:
 Contractor shall first perform weed abatement and crack sealing on all roadway segments identified for slurry seal per the project specification requirements.
 Contractor shall locate and remove distressed portions of pavement per “Roadway Patching – Slurry Portion” below. No segment of Roadway Patching shall be left open overnight, and full access shall be maintained at the start and end of each working day.
 Cleaning, roadway preparations, application and finishing of the slurry seal shall occur the same day
 Roadway Patching – Mill & Overlay Portion:
o Roadway patching operations shall be scheduled PRIOR to the cold milling operations and prior to the final FRAC or ARHM overlay. o All localized roadway reconstruction patches shall be backfilled and compacted with base paving asphalt on the same day of excavation. No open excavations will be allowed at the end of the work day.
 Roadway Patching – Slurry Portion:
o Roadway patching operations shall be scheduled PRIOR to the final RAP Slurry Seal.
o All localized roadway reconstruction patches shall be paved and compacted with base paving asphalt on the same day of excavation. No open excavations will be allowed at the end of the work day.
 Asphalt Paving:
o Roadway closures on arterial streets will not be allowed. o Contractor to coordinate with City regarding pavement phasing and requested work limits.
o Roadway paving shall occur no later than 2 working days after the date of the cold milling operation.
6-3 TIME OF COMPLETION.

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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 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

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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.

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

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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. 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.

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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.

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.

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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 Sectio4n 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 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.

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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.
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.

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7-8.6.3 STORM WATER POLLUTION PREVENTION
Construction activities will be conducted in a manner to protect channels, storm drains, and bodies of water from pollution. Water pollution control work shall consist of activities necessary to meet the requirements of the City’s National Pollutant Discharge Elimination System (NPDES) Area wide Urban Storm Water Runoff Permit, the County’s Drainage Area Management Plan (DAMP), The State’s General Construction Activities Permit (Order No. 2022-0057-DWQ, NPDES No CAS000002, adopted September 8, 2022 and effective September 1, 2023), and as required by the Engineer. The Contractor shall coordinate water pollution control work with all other work done on the contract.

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.

SECTION 10 - RESPONSIBILITIES OF THE CONTRACTOR [Add this section]:

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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. (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

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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. 10-5 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. 10-6 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 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.

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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 PRODUCTS.
200-1.1 General. [Add the following to this section]:

Alternate Rock Material - Type "S" is specified unless otherwise indicated.

The weight loss as determined by ASTM C131, shall not exceed 15 percent during 100 revolutions nor 52 percent during 500 revolutions.

Specified gradations represent the limits which determine the suitability of aggregate for use.

Actual gradation shall be uniformly graded from coarse through fine, remaining proportionately distant from these limits
Coarse aggregate is material retained on the No. 4 (4.75 mm) sieve and fine aggregate is material passing the No. 4 (4.75 mm) sieve.

Materials may be sampled at any time until final formal acceptable of the Work. 200-1.1.3 Source. [Add the following section]:

Before beginning Portland cement concrete, asphalt concrete, and slurry seal work, the Contractor shall submit the name of the supplier to the Engineer as specified in 3-8. The supplier shall have on file with the Agency mix designs for Porland cement concrete conforming to 201-

1.1, asphalt concrete conforming to 203-6.2, and slurry seal conforming to 203-5.4.2, when required by Specifications.
200-1.1.2 Statistical Testing. [Add the following to this section]:

Whenever the results of an individual test for any property of a material, other than concrete compressive strength, does not comply with the limits specified for the moving average should the next test be of the same value as that of the test being considered, the production of that material shall be suspended until corrective changes have been made by the Contractor and test indicate that the quality of the next material to be used in the work complies with that specified moving average.

SECTION 201 – CONCRETE, MORTAR, AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE.
201-1.1 Requirements.
201-1.1.1 General. [Add the following to this section]:

The same brand, type and source of cement and aggregate shall be used for all Portland Cement Concrete. All concrete used on the Project shall be 560-C-3250. Type V cement shall be used. 201-1.2 Materials.
201-1.2.1 Cement. [Add the following]:

Portland cement shall be Type II or Type V.
201-1.2.5.3 Fly Ash. [Delete this Section and Add the following]:

Fly ash shall not be used.
201-2 reinforcement for CONCRETE.
201-2.2 Steel Reinforcement. [Add the following]:

All reinforcing steel shall be Grade 60 unless otherwise shown on Plans.

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SECTION 203 - BITUMINOUS MATERIALS
203-5.2 Mix Design. [Add the following to this section]:

The tests and mix design shall be performed by a laboratory capable of performing the applicable ASTM tests. The original laboratory report shall be signed by the laboratory that performed the tests/mix design and shall show the results of the tests on individual materials, comparing the test results to those required by the applicable ASTM tests. The laboratory shall report the quantitative effects of moisture content on the unit weight of the aggregate (bulking effect). The report shall clearly show the proportions of aggregate, filler (as determined from the tests, minimum and maximum), water (minimum and maximum), the design proportions of each component including additives, all test results used in producing the mix design and asphalt solids content based on the dry weight of aggregate and set-control agent usage. The Contractor shall submit for City approval the source of the rock and the gradation.

Prior to the time of delivery of each shipment of emulsified asphalt, the Contractor shall submit to the City test reports and certifications in accordance with Section 203-1.3 of the Standard Specifications. At the time of delivery of each shipment of aggregate, he shall also submit test reports from his vendors. No material shall be utilized until the certified reports have been checked by the City. Delays by the Contractor in furnishing the reports will not be grounds for any extension of Contract time.

The Agency will require up to 10 working days, from the time of receipt of the mix design, for evaluation of the material characteristics. This mix design will be used for the trial batches and test strips as described in Section 302-4.4.
203-5.4.2.1 Aggregate. [Add the following to this section]:

The grading of the combined aggregate and the percentage of emulsified asphalt shall be Type II and shall conform to the requirements indicated in Table 203-5.4.2.2.

Aggregate shall be dark in color from one material source. 203-5.4.2.4 Latex. [Add the following to this section]:

The emulsified asphalt shall have an additive of latex Ultra Pave 65K or approved equal. The latex shall be added at the emulsion plant after weighing the asphalt and before the addition of mixing water. The latex shall be added at a rate of two (2) percent of the weight of the emulsified asphalt. The cost for the latex additive shall be included in the unit price bid for Type II Slurry Seal.

SECTION 211 - MATERIAL TESTS
211-1 COMPACTION TESTS
211-1.1 Laboratory Maximum Density [Replace with the following:] Laboratory maximum density tests shall be performed in accordance with Test Method No. Calif. 216G, Part II. The correction for oversized material as stated in Test Method No. Calif. 216 shall be replaced with Note 2 of ASTM D1557.

Proposed off-site fill material shall be inspected, tested and laboratory report issued prior to use in the work. Suitable excavated materials removed to accommodate new construction may be used as fill material subject to Soils Engineer's inspection and approval. 211-1.2 Field Density. [Add the following to this section]:

Field density tests will be made by the Engineer during the course of construction at the expense of the CITY. If field density tests indicate that any portion of the compacted sub-grade has density lower than that specified, the Contractor shall rework that portion until the specified density is

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obtained. Retest of areas, which have failed compaction, will be performed by the Engineer at the Contractor's expense.

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PART 3 - CONSTRUCTION METHODS
SECTION 300 EARTHWORK
300-1 CLEARING AND GRUBBING
300-1.1 General. [Add the following to this section]:

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. Mobilization work and operations per Subsection 7-3.4.

2. Documentation of existing conditions per Subsection 300-1.2 of these specifications.

3. Hand removal and disposal of all vegetation, trees, tree roots, trash and other objectionable material from the affected portion of the project and areas adjoining thereto.

4. Maintain dust control at all times by sweeping; including developing a water supply and furnishing and placing all water required for work done in the contract, including water used for extra work and water used for irrigation purposes.

5. Protection of utilities, trees, shrubs, fences, walls, and other facilities within the construction zone, except those specifically directed by the Engineer to be removed or relocated.

6. Daily cleanup work site including streets, sidewalks and driveways. Daily litter removal. Daily and as needed street sweeping as specified herein. Recycling of waste materials and provisions for refuse containers from CR&R.

7. Clearing and removal of debris from site of work.

8. Removal of structures, as directed by Engineer to be removed or abandoned.

9. Delay in work necessary to accommodate utility relocations by others.

10. Other items of work as directed in these specifications. 300-1.1.1 Preservation of Property. [Add the following section]:

Prior to start of demolition, the Contractor shall document existing conditions adjoining Project limits to establish preconstruction conditions that might be misconstrued as damage caused by site clearing. Contractor shall use sufficiently detailed photographs and videotape to document existing conditions of any damage. Contractor shall provide photographs and videotape to the Engineer upon request. Payment for this work shall be included in all other items of work and no additional compensation will be allowed. 300-1.2.1 Removal and Disposal of Materials. [Add the following section]:

All materials removed, except for materials indicated to be relocated or salvaged, become the property of the Contractor and shall be hauled to and lawfully disposed of at a site secured by the Contractor. The Contractor will provide the Engineer with a letter indicating the final disposition of materials hauled away and disposed offsite from the Project within five (5) working days after Project completion. No removed materials shall be left within the Project limits overnight.

Any existing irrigation system interfering with construction of new improvements shall be removed and relocated. Payment for removal and relocation of interfering existing irrigation system will be considered as included in the item of work interfering with the existing irrigation system and no additional compensation will be allowed.

Any curb drain or parkway drain within limits of removal shall be removed and replaced in kind. Payment for removal and reconstruction or curb drain and parkway drain will be

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considered as included in the item of work removing the adjacent curb or sidewalk and no additional compensation will be allowed.

Prior to the removal of materials, the Contractor shall coordinate with the regional notification center (Underground Service Alert of Southern California) to mark out all existing utilities per Section 402. Contractor shall confirm location and depth of all existing utilities per Section 402 in order to avoid damage to them during removal operations.
300-1.2 Root Pruning and Tree Trimming [Add the following]:
303-1.2.1 Root Pruning.

1. Cut tree roots along both side of walk area, and behind existing edges to a minimum of 20-inches deep.

2. Tree roots will not be cut up to the base of the trunk.

3. All tree root cutting will be approved by the City’s representative.

Root pruning equipment shall be specifically designed for this purpose, sharpened adequately to sever roots in a clean manner, and equipped with padded tracks or rubber tires to prevent scraping or marking of sidewalks.

All cuts shall be backfilled whether immediately upon completion of root pruning or upon completion of sidewalk and curb and gutter repairs and root barrier installation provided that adequate warning devices are placed and maintained at each location. Backfill material shall consist of dirt, Crushed Aggregate Base or crushed miscellaneous base.

The Contractor shall repair or replace sprinkler system and all utility service connections within the right-of-way which are damaged or removed as a result of the root pruning operation. Repairs shall be initiated immediately and completed by the end of each working day. Repairs and replacements shall be at least equal to existing improvements, and shall match them in finish and dimension, and will be done at Contractor’s expense.
300-1.3.1 General. [Add to this section:]
The work shall be done in accordance with Section 300-1.3.2 of the Standard Specifications except as modified and supplemented herein. Joins to existing pavement lines shall be full depth sawcuts. Final removal between the sawcut lines may be accomplished by the use of jackhammers or sledgehammers. Pavement breakers or stompers will not be permitted on the job. The Engineer must approve final removal accomplished by other means.

The Contractor shall maintain the job site in a clean and safe condition. The Contractor will remove any broken concrete, debris or other deleterious material from the job site at the end of each workday. All areas of roadway removal and replacement shall have a minimum trench width of 3-feet to facilitate maximum compaction. Contractor shall meet with the Engineer to mark out the areas of roadway removal and replacement.” 300-1.3.2 Requirements. [Add the following]:
(a) Bituminous Pavement. It shall be the Contractor’s responsibility to dispose of all suitable bituminous pavement at a recycling facility. The expense for such work shall be deemed as included in the unit price for various items of work in the contract. No additional compensation will be allowed.
(c) Concrete Curb, Walk, Gutters, Cross Gutters, Driveways, and Alley Intersections. Replace the first sentence of this Section with: “Saw cuts shall be neatly made to a minimum of two (2) inches.” Replace the words “1-½ inch” of the last sentence with the words “two (2) inches”.
(d) Miscellaneous

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In addition to the work outlined in Subsection 300-1 of the Standard Specifications, the following items listed below will not be paid separately. The expenses for such work shall be deemed as included in the price bid for various bid items and no additional compensation will be allowed.

1. Tree removal and relocation, as required.

2. Removal of interfering portions of fences, planters, sign foundations, vegetation and irrigation systems.

3. Maintain dust control at all times by watering.

4. Protection of utilities, trees, fences, walls signs and other facilities within the construction zone, except those directed to be removed or relocated.

5. Relocation of existing parking bumpers, flag poles, posts, guard posts, curb drains, mailboxes and private property lighting systems not covered under other items of work.

6. Removal and salvaging of existing signs.

7. Removal and salvaging of existing bus shelters, street furniture and other appurtenances.

8. Removal of existing A.C. berm.

9. Removal of existing parkway drainage improvements such as curb drains, parkway culverts, etc.

10. All sawcutting of existing A.C. pavement and concrete pavement surfaces necessary to facilitate construction of the project.

11. Notifying owners of all newspaper machines and vending machines to remove their facilities from street. Contractor shall remove and dispose of said facilities if no action is taken by Owner.

12. Removal of any other items within the work zone which are not accounted for under individual items of work in these specifications. 300-1.5 Solid Waste Diversion. [Add section.]
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 and provide appropriate confirmation documentation from the recycling facility. 300-2 UNCLASSIFIED EXCAVATION.
300-2.1 General [Add the following to this section]:

Unclassified Excavation shall consist of all saw cutting and excavation of existing roadway as necessary to construct the proposed AC “dig-out” improvements as directed by the Engineer.

Removals in AC pavement shall be minimum 3 inch depth and in PC concrete minimum 3 inch depth, or as directed by the Engineer.

Removal shall be done in accordance with Section 300-1 and Section 401 of the Standard Specifications and these Special Provisions.

The Contractor shall be responsible for locating and protecting manhole, water valve and utility access frames and covers or other metal appurtenances buried below the existing surface, whether shown on the plans or not.

All existing asphalt concrete pavement that is to be joined by new construction shall be saw cut in a straight line the full depth of the existing pavement. Contractor shall

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exercise due caution to avoid any disruption to the existing aggregate base that is to remain below the depth of removal called out on the plans. In addition, the Contractor shall not disturb or damage existing improvements to be protected in place. Any damage done by Contractor and/or its equipment shall be repaired or replaced as called out in Section 402 of the Standard Specifications at Contractor's expense. The Contractor shall call USA prior to excavation and shall “pothole” existing utilities that fall within the proposed pavement ‘dig-out” areas as necessary to determine their depth to avoid damaging said utilities.

Removal of existing pavement sections shall be to the depth required for construction of the replacement roadway sections as shown on the plans, estimated bid quantities (proposal) and/or as directed by the Engineer before or after the Cold Mill operation, and will include the removal of existing AC pavement and conflicting portions of aggregate base. All removed material becomes the property of the Contractor and shall be hauled and recycled/disposed of properly outside of the roadway right of way.

The use of pavement breaking equipment (stomper) is not permitted. No crushing operations by Contractor will be allowed at the job site or within the Laguna Hills City limits. Contractor shall price the unclassified excavation and other related bid items accordingly.

The Contractor shall excavate a length of section of roadway not to exceed the amount of removal and placement of AC base course that can be completed within the same working day. All excavations shall be backfilled as soon as permitted under the specifications so that when the job is closed for the day, the open excavation will be kept at a minimum and adjacent utilities will receive maximum backfill support. 300-4 UNCLASSIFIED FILL
SECTION 301 –SUBGRADE PREPARATION, TREATED MATERIALS, AND PLACEMENT

OF BASE MATERIALS
301-1 SUBGRADE PREPARATION
301-1.3 Relative Compaction. [Add the following to this section]:

Cross gutters are to be placed directly on subgrade material which the top 6 inches has been compacted to a relative compaction of 95 percent.

SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION
303-5 CONCRETE CURBS, WALKS, GUTTERS, AND CROSS GUTTERS, ALLEY

INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS
303-5.1 Requirements.
303-5.1.1 General. [Add the following to this Section]:

Saw cuts shall be made at existing joints or cracks or at least 8 feet from an existing joint or crack, and if the saw cut is made at an existing crack, the saw cut shall include the crack within the removal area. Spandrel shall be saw cut a maximum 2 inches from curb face minimum 3 inch depth.

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The Contractor shall verify with a “smart level” that the ADA required maximum ramp and sidewalk grades are not exceeded both when marking the required saw cut removal limits and when setting the concrete forms, prior to pouring any curb ramp locations. It shall be the Contractor’s responsibility to supervise and utilize the proper experienced personnel to ensure that the proper saw cut limits are established for all curb ramp locations. The City shall not be responsible to direct the Contactor’s crews or otherwise serve in this management capacity. The City shall be present to verity the concrete forms, prior to pouring any PCC construction improvements.

The Contractor shall verify with a “smart level”, string line and/or water testing that positive drainage is maintained. The City shall be present to verify the concrete forms, prior to pouring any concrete construction improvements.

Adjacent asphalt and base removal and replacement with full depth AC base course, associated with the curb and gutter reconstruction, shall be a minimum depth of 6-inches and a minimum width of 18-inches and shall conform to the requirements established elsewhere in these Special Provisions.

Note that existing traffic signal and interconnect conduits may be located at shallow depths under the existing PCC sidewalks at signalized intersections. The Contractor shall use extreme caution when removing existing PCC curb and gutter. The Contractor shall notify USA Dig Alert to identify existing utilities within the Project limits.

The sidewalk and curb ramp work shall include all related adjustments of pull boxes, pull box covers and protection of traffic signal poles and signs that fall within the proposed PCC ramp and sidewalk construction limits, unless otherwise called for on the plans. Since the adjustment of pull boxes and pull box covers may require lowering the pull box and pull box cover, said work shall also be considered to include the adjustment of conduit sweeps and conductors if they are found to encroach high enough into the new ramp finished surface plane. It is the Contractor’s responsibility to review in the field in advance all existing pullboxes, which fall within the proposed PCC ramp construction limits, to confirm whether the existing conduit sweeps and conductors will encroach into the proposed finished surface when the pullboxes are adjusted to grade and to bid accordingly.

The contractor shall schedule his operations in such a manner that the duration of time between demolition of curb and gutter, sidewalk and/or curb ramps and concrete placement shall not exceed 72 hours, which includes weekends. Sidewalk and curb ramps shall be opened to pedestrian access on the day following the concrete placement. In addition, all forms shall be removed, irrigation systems shall be repaired, and backfilled placed within 72 hours following concrete placement at each of the curb and gutter reconstruction locations.

Section 6-9.1 of these specifications will apply for failure to adhere to these time limits.

Where retaining curbs are required at the back of curb ramp / sidewalk to make up for a difference in elevation between the existing grade and proposed curb ramp / sidewalk grade, the construction of said retaining curb shall be considered as part of the curb ramp / sidewalk work.

All work necessary to construct the improvements shall be confined to City right-of-way.

All excavation and forms necessary to construct the improvements shall not disrupt private property. In cases where improvements on private property need to be removed, prior approval from the Engineer or designee shall be obtained, and said improvements shall be replaced to its original condition to the satisfaction of the Engineer or designee. The contractor shall enter into a temporary agreement with the property owner to allow access for construction on private property. Such agreement shall be provided to the City immediately after signatures are

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obtained. Costs, if any, for obtaining authorization shall be deemed as included in all other items of work and no additional compensation will be allowed Contractor shall ensure that the protection of all existing facilities, structures, and improvements on public and/or private property are maintained throughout the entire Project duration, including, but not limited to, the following: walls, driveways, decorative/colored concrete, stamped concrete, fencing, catch basins, curb and gutter, striping, signs, fire hydrants, landscaping, irrigation, concrete, and asphalt. Any damage to existing public and/or private facilities, structures, utilities, traffic signal loops, and improvements shall be repaired to the satisfaction of the Engineer by the Contractor at no cost to the City.

For the purpose of forming the new curbs and gutters, curb ramp, and cross gutter, a minimum of one-foot wide strip of asphalt concrete pavement shall be removed adjacent to the new curb and gutter, ramp, or cross gutter. The strip shall be replaced with a 12" full depth asphalt concrete as directed by the Engineer.

For the purpose of transitioning the new curbs and gutters, curb ramp, and cross gutter, a pavement transition may be required. The limits of removal shall be determined by the engineer.

The pavement transition shall be replaced with a 12" full depth asphalt concrete as directed by the Engineer.

No open trench (forming strip or pavement digout) shall be left unattended at any time. All trenches shall be backfilled and paved or covered with steel traffic plates at the end of each working day.

In addition to concrete curb and gutter construction that is related to the concrete curb ramp construction; Concrete curb and gutter that is constructed in conjunction with the new curb ramps shall not be constructed monolithic with the adjacent curb ramp or sidewalk. 303-5.5 Finishing.
303-5.5.4 Gutter. [Add the following to this section]:

When the gutter is constructed, it shall be water tested. If any portion of the newly constructed gutter is shown to pond water, that portion, including curb if applicable, shall be removed, reconstructed and retested by the Contractor at no additional cost to the City. The exact limits of removal will be determined based on a survey conducted by City forces, unless otherwise directed by the Engineer.
303-9 SACK AND PATCH OF EXISTING CONCRETE CURB. [Add the following:] The work done under this section is for the restoration of existing curb. All work incidental to performance of the work shall conform to Section 303-5 and the following specifications and instructions below:

Sack and Patch Procedure
Filling Large Voids:

Remove all cracked and crumbling areas using the point of a heavy-duty trowel or using a sledge and cold chisel to break away any thin or loose edges, squaring off the edges. Use a wire brush to remove any crumbling materials. Then sweep away and collect, or vacuum all dirt and debris down to a solid base. Create temporary forms as necessary for the face of the curb. Wet the areas

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to be patched with water. Mix rapid-set cement according to manufacturer’s instructions. Apply the mix with a trowel, using heavy trowel pressure. Overfill slightly and then trowel smooth to match the surrounding concrete. Remove formwork and trowel face and top of curb smooth.

Sponge over the cement to smooth finish faces and tops. Allow cement mix to dry.

Filling Pits and Small Voids:

Use a wire brush to remove any loose materials. Then sweep away and collect, or vacuum all dirt and debris down to a solid base. Make a mortar consisting of one-part cement and two-parts, by volume, of sand passing a No. 16 screen plus enough water such that the consistency of the mortar will be that of thick cream. Wet curb with water using a sprayer. Apply the mortar thoroughly over the area by rubbing in with clean burlap or a sponge rubber float so that it fills all pits. While the mortar is still plastic, rub the surface over with a drier mix of the same material. This removes all excess plastic material and places enough dry material in the pits to stiffen and solidify the mortar. The filings should then be flush with the surface. No material should remain on the surface above the pits. Allow to cure. As necessary for color-uniformity or finished texture, prepare a paintlike cement mixture consisting of cement and water and apply with a sponge or brush to the curb top and face. It may be necessary to blend the cement with white cement to obtain a color matching that of the surrounding concrete surface.

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PART 4 EXISTING IMPROVEMENTS
SECTION 400 - PROTECTION AND RESTORATION
SECTION 402 – UTILITIES
402-7 LOCATION. [Add the following section]:

The Contractor shall notify the utilities designated in the General Specifications at least 48 hours in advance of excavating around any of their structures.

The existence and locations of utilities shown on the drawings have been determined by a search of the available records as provided by the respective utility owner. The exact locations have not been determined by potholing unless so indicated on the drawings. The Contractor shall determine the exact location of all existing utilities prior to commencing work. Contractor agrees to be fully responsible for any and all damages which may be caused by his failure to exactly locate and preserve any and all underground utilities, whether shown on the plans or not. In the event the Contractor encounters underground utilities not shown on the plans, he shall verify the exact location of the utility and immediately notify the Engineer, regardless of whether the unknown utility conflicts with the proposed construction or not. In the event of such a previously unknown conflict, the Contractor shall immediately notify the Engineer as to the extent, if any, of delays or additional costs resulting from said conflict. The Contractor shall perform work and provide necessary materials to disconnect or relocate existing utilities as indicated. Record on record drawings all existing utility termination points before disconnecting.

When uncharted or incorrectly charted underground piping or other utilities and services are encountered during site work operations, notify the applicable utility company immediately to obtain procedure directions. Cooperate with the applicable utility company in maintaining active services in operation.

In the event the Contractor damages an existing utility line, the Contractor shall restore damaged utilities within three (3) working days.

Pursuant to Government Code Section 4215, if any main or trunkline utility facilities that are not indicated in the drawings, plans or specifications and are determined by Contractor to be located on the site of any construction project that is a subject of the contract, the City shall assume the responsibility for timely removal, relocation, or protection of the existing main or trunkline utility facilities. The Contractor will be compensated for the costs of locating, repairing damage not due to the failure of the Contractor to exercise reasonable care, and removing or relocating such utility facilities not indicated in the plans and specifications with reasonable accuracy, and for equipment on the Project necessarily idled during such work. The Contractor will not be assessed liquidated damages for delay in completion of the Project when such delay was caused by the failure of City or the utility owner to provide for removal of relocation of such utility facilities. Nothing herein shall be deemed to require the City to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the site of the construction Project can be inferred from the presence of other visible facilities, such as buildings, meter and junction boxes, on or adjacent to the site of the construction; provided, however, nothing herein shall relieve the City from identifying main or trunklines in the plans or specifications. Nothing herein shall preclude the City from pursuing any appropriate remedy against the utility for delays which are responsibility of the utility. Nothing herein shall be construed to relieve the utility from any obligation as required either by law or contract to pay the cost of removal or relocation of existing utility facilities. If the Contractor, while performing the contract, discovers utility facilities not identified by the City in the Contract Plans or Specifications, Contractor shall immediately notify

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the Engineer and utility in writing. The public utility, whether they are the owner, has sole discretion to perform repairs or relocation work or permit the Contractor to do such repairs or relocation work at a reasonable price.

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BID ITEM DESCRIPTIONS
El Conejo Park Rehabilitation
Laguna Hills, California

GENERAL STANDARD SPECIFICATIONS
The Standard Specifications for the construction materials and construction methods as set forth in the "Standard Specifications for Public Works Construction”, 2018 Edition shall be the Standard Provisions for all the Work to be done and the provisions of the Contract for the Work. In case of conflict between the Standard Specifications and these Technical Provisions, the Technical Provisions shall take precedence over and prevail over such conflicting portions.

Base Bid
Mobilization
Bid Items No. 44, 54
Mobilization shall consist of preparatory work and operations including all of the labor, equipment, tools, supplies, costs, arrangements, and others that are necessary for the movement of personnel, equipment, materials, and incidentals to the project site necessary for work on the project and for all other work and operations which must be performed including, but not limited to, bonds, insurance, arranging and coordinating with the playground manufacturer, securing an adequate storage site for equipment and materials, and financing prior to beginning work on the various contract items on the project site.

The cost of time, materials, and labor to move the necessary construction equipment to and from the site, supervisory time on the job by the Contractor's personnel to keep the construction site in a safe condition, and all other related work as required at all times and for all non-working days during the construction period shall have been included in the bid.

PAYMENT
Payment for the preceding shall be included in the LUMP SUM for mobilization and shall be considered full compensation including the cost for obtaining all of the required business licenses and permits.

Traffic Control & Work Site Protection
Bid Item No. 1

1.1DESCRIPTION
Traffic control, construction signing, and traffic maintenance shall comply with the provisions of Subsection 7-10 of the Standard Specifications and the current requirements set forth in the "Manual of Traffic Controls for Construction and Maintenance Work Zones" published by the Department of Transportation, State of California, these Technical Provisions, and as directed by the Engineer.

1.2PROTECTION OF WORK AND PUBLIC
The Contractor shall take all necessary measures to protect work and prevent accidents during any and all phases of the work. The Contractor shall repair all damaged new improvements as a result of vandalism (i.e., vehicle tracks, footprints, writing, etc.). If deemed necessary by the City, the Contractor shall repair, at its cost, the defective area in accordance with these Technical Provisions.

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1.3CONSTRUCTION SIGNING
Construction signing shall consist of furnishing, installing, maintaining and removing construction signs and barricades as required by the "Manual of Traffic Controls for Construction and Maintenance Work Zones". The traffic control system shall be installed prior to starting work and shall not be removed until all work has been completed.

Also, in conjunction to the public relations effort, Contractor shall supply and erect project construction information signs at the designated locations as determined by the City. Such signs shall conform to the City's specifications. Specific verbiage to be determined by the City. There shall be a minimum of four (4) such signs posted.

1.4TRAFFIC MAINTENANCE
The Contractor shall be responsible for handling vehicular and pedestrian traffic in accordance with Subsection 7-10 of the Standard Specifications and these Technical Provisions.

The Contractor shall cooperate with the Engineer relative to handling traffic through all work areas and shall make his own arrangements relative to keeping the working area clear of parked vehicles and maintaining clear access to driveways.

Contractor's equipment and personal vehicles of the Contractor's employees shall not be parked on the traveled way at any time. Overnight parking of construction equipment in the work zone or on adjacent roads is not permitted. Parking of construction equipment shall be confined to the approved storage site.

1.5RESTRICTIONS ON CLOSURE OF STREETS AND TRAFFIC LANES The Contractor shall conduct all operations so as to provide reasonable access to the existing park facilities and have no greater length or quantity of work under construction that can be properly constructed with a minimum of inconvenience to the public. Traffic lane closures shall be coordinated with the City Engineer. The contractor shall provide adequate notice to the City.

PAYMENT
Payment for traffic control shall be made at the contract LUMP SUM price bid and shall be considered full payment for furnishing all materials, labor, equipment, and all incidentals necessary to complete work in accordance with the Standard Specifications and these Technical Provisions.

Temporary Construction Fencing
Bid Item No. 2
Temporary Construction Fence shall be 6’ tall chain link fence with screening. Fence shall be secured and locked at all times. Fence shall be anchored and utilize base plates and sandbags for wind protection. Contractor shall remove graffiti immediately.

PAYMENT
Payment for Temporary Construction Fence shall be made at the contract unit price per Lump sum (LS) as set forth in the bid schedule and shall be considered full compensation for furnishing labor, materials, tools, equipment, incidentals, for the installation and maintenance and removal of the construction fence. No additional compensation will be allowed
Softscape Demolition
Bid Item No. 3
Softscape Demolition shall conform to Subsection 300-1 of the GREEN BOOK and shall include all clearing and grubbing for the construction of the new improvements, and any

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clearing and grubbing and/or removal and replacement shown on the plans for which there is no bid item of work.

Clearing and grubbing shall include the removal and disposal of existing trees/shrubs and existing irrigation valves within the limits of work, as shown on the plans and as directed by the City. Contractor shall coordinate with the City prior to the removal of the existing.

Any improvements, landscaping and irrigation destroyed by construction operations shall be replaced by the Contractor. Any replacement including plant materials and irrigation system shall be approved by the City prior to any construction. The Contractor shall control any dust that is caused by clearing and grubbing operations.

No additional compensation will be allowed for removal or disposal of any other materials, which may require special handling or disposal.

PAYMENT
Payment for Softscape Demolition shall be paid at the contract unit price per Lump Sum (LS), and shall include full compensation for providing all labor, materials, equipment, and other related work as required. No additional compensation shall be allowed. Payment for this item of work shall be paid as a percentage of completed work to date.

Earthwork
Bid Item No. 4
Earthwork, removal and grading, removal and disposal of unclassified excavation, structural excavation, import and placement of selected backfill in existing swale being replaced with underground storm drain, export of existing material as indicated on Plans, removal of asphalt concrete pavement, sidewalk, driveways, etc. for proposed improvements shall conform to the applicable portions of Section 300 of the Standard Specifications for Public Works Construction and recommendations of a Geotechnical Report prepared by Global Geo-Engineering, Inc. Such work shall include all the cost of all labor, equipment, tools, supplies, and all other costs required to:
 Arrange with DigAlert to mark all potential interfering underground wet and dry utilities within the work limits;
 To the extent possible search, identify, and mark other underground utilities that were not identified by DigAlert;
 Expose, cut, and cap all existing irrigation lines and components along the excavate limits;
 Excavate, remove, and properly dispose of existing interfering soil and landscape materials;
 Remove and dispose of all interfering tree roots and organic matters. Root prune as described on the Landscaping Plan; and
 Grade to the elevations shown on plans. Backfill all voids and holes with similar and clean materials. Import as needed.
 Remove, and dispose of existing subgrade and compact soil backfill under the new concrete walks, and other areas of work as shown on the Plans and in accordance with the Geotechnical Report.
 Import and placement of selected backfill.

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Laguna Hills City CouncilApril 28, 2026

Laguna Hills City Council
April 28, 2026