Bid Protest and Award of Construction Contract and Construction Management, Inspection and Material Testing Contract for the Mathilda Park Improvements Project Part 2 — Goleta City Council, October 7, 2025 (part 2 of 2)

IRRIGATION NOTES

WATER CALCULATIONS

GAL/YEAR

GAL/YEARGAL/YEAR

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X
XX
XXX
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SD XX
X
X
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SD SD SD SD
SD
SD

41.42WM
X X X
X
X
X
EBWM
XXXXXX
MBF
FS
M M
M M
M M
M
M
POINT OF CONNECTIONMAXIMUM DEMAND: 11.9 GPMDESIGN PRESSURE: 65 PSI (REQUIRED) (EX. MAINLINE)

INSTALL IRRIGATION

CONTROLLER

IN PEDESTAL
ENCLOSURE. CONNECT POWER FROM SOLAR ARRAY.

PROTECT EXISTINGIRRIGATION FOR THIS AREA.REPLACE EXISTING VALVEFOR THIS AREA ON NEWMAINLINE ANDRECONNECT EX.IRRIGATION TO VALVE 1 8.01
1"
-21"

1.531"

9.4241"

4.7751"
8 6.06
1"

3.0161"
34"
34"
1"34"
34"
34"
34"
34"
34"
34"34"34"34"
34"
34"
34"
34"
34"
34"
34"
9-1"
34"
34"
34"
34"
1"1"
1"
1"
1"
C
34"

0.2571"
1"
34"

TIE NEW MAINLINE INTO EXISTING
DOWNSTREAM OF BACKFLOW PREVENTORREPLACE EX SHUT OFF VALVE IN KINDUPSTREAM OF BACKFLOW PREVENTOR.

INSTALL IN NEW VALVE BOX

EX WATERMETER
34"
INSTALL SOLAR ARRAY ON POST PER DETAIL A/LI502.

VERIFY LOCATION IN FIELD AWAY FOR SOLAR
OBSTRUCTIONS.
34"
N:\2000\2019-01-RC20-Mathilda-Park-Site-Improvements\Landscape-Architecture\Task-L2-ConDocs\Sheet-Files\2019-01-LI.dwg, LI101, May 14, 2025 11:31am, eernstrom

PROJECT MANAGERDRAWN BY

PROJECT NUMBER

CHECKED BY
SHEET
MAY 2025
2019-01-RC21
DATE

BID SET
rrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENT REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIG GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS O USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIE PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT TH WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWING OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THES RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS RRM DESIGN GROUP COPYRIGHT 2025RRM IS A CALIFORNIA CORPORATION NO.REVISIONDATE
MATHILDA PARKIMPROVEMENTSGOLETA CA 93117
0feet10
1" = 5'-0"
515
N O R T HLI101 IRRIGATION PLAN

CHRIS DUFOURSS/DKCD

IRRIGATION LEGEND & NOTESREFER TO SHEET LI001 FOR IRRIGATION LEGEND AND NOTES

N:\2000\2019-01-RC20-Mathilda-Park-Site-Improvements\Landscape-Architecture\Task-L2-ConDocs\Sheet-Files\2019-01-LI.dwg, LI501, May 14, 2025 11:32am, eernstrom

PROJECT MANAGERDRAWN BY

PROJECT NUMBER

CHECKED BY
SHEET
MAY 2025
2019-01-RC21
DATE

CHRIS DUFOURSSCD

3" = 1'-0"POP-UP SPRAY HEAD
LATERAL LINE AND PVC TEE.

FINISHED GRADE.

POP-UP EQUIPMENT AS SPECIFIED
SET HEAD 1" ABOVE GRADE.

SEE NOTE BELOW
SCH 80 SWING JOINTASSEMBLY
LENGTH AS REQUIREDBASED ON SIZE OFPOP-UP.

POP-UP BODY, SIZEPER SCHEDULE.

NOTE:HEADS SHALL BE LOCATED 24" FROM ADJACENT HARDSCAPE DRAINING AWAY FROM LANDSCAPEDAREAS. HEAD OFFSET SHALL BE 3" MIN. WHERE HEADS ARE LOCATED ADJACENT TO FENCES, STRUCTURESAND HARDSCAPE DRAINING TOWARDS THE LANDSCAPE.

RRM-1700-1725.02-16E MAINLINE COMBINED WITH LATERAL LINE

MAINLINE WITH CONTROL WIRELATERAL LINE
MIN. 36" UNDER1"(E) PAVING
2"MIN.4"CVR.LIFT 2LIFT 3
4"2"MIN. LIFT 3LIFT 2CVR.
12" MIN. FORLATERALS
CVR.2"MIN.

LATERAL LINETRACER WIRE
3 x's DIAOF MAINLINE
SAND COVERMAINLINEPOSITION CONTROL WIRES INSCH 40 CONDUIT AT LOWERLEFT OR RIGHT HANDQUADRANT OF MAINLINE.

SAND BED
3 x's DIAOF LATERALLINE
WATER JET BEDDINGAND NATIVEBACKFILL FORPIPELINEINSTALLATION.TYPICAL FOR ALLNATURAL EARTHBACKFILL.LATERAL LINE

EXISTING PAVING
TRACER WIRESAND COVERPRESSURE (MAIN)LINEPOSITION CONTROL WIRESIN LOWER LEFT OR RIGHTHAND QUADRANT OFMAINLINE IN SCH 40CONDUIT

SAND BED
MATCH TYPE AND GRADEOF EXISTING PAVING3 X'S DIA. OFMAINLINE 3 X'S DIA. OFMAINLINE
4"
2 SACK SLURRY BACKFILLSAND COVERMAINLINE IN SLEEVE, SEEIRRIGATION PLAN FORSLEEVING LOCATIONSPOSITION CONTROL WIRESIN LOWER LEFT OR RIGHTHAND QUADRANT OFMAINLINE. TAPE WIRE AT 10'INTERVALS; DO NOT SECURETO MAINLINE.SAND BED MAINLINE WITH CONTROL WIRE BELOW EXISTING PAVING

PER LOCALPLUMBING CODE

RECLAIMED WATER & POTABLE WATER PIPE

POTABLE WATER MAINLINE ORLATERAL LINE

NON-POTABLE WATER MAINLINEOR LATERAL LINE
SLEEVE POTABLE LINE FOR AMIN. OF 10' BOTH WAYSBEYOND CROSSING OFNON-POTABLE LINE.

SLEEVE NON-POTABLE LINEFOR A MIN. OF 10' BOTHWAYS BEYOND CROSSING OFPOTABLE LINE.

NOTES:1. PIPE BEDDING AND BACKFILL SHALL BE WATERJETTED TO ACHIEVE PROPER DENSIFICATION.2. PIPE AND CONTROL WIRE CROSSING VEHICULARROADWAY SHALL BE SLEEVED PER PLANS ANDTHIS DETAIL3. ELECTRICAL SLEEVE: 3" MIN; LARGER IF REQUIREDBY INSPECTOR.4. IRRIGATION SLEEVE: TWO PIPE SIZES LARGER THANWATER PIPE SIZE.5. SHOW ALIGNMENT OF ALL CONTROL WIRE NOTINSTALLED WITH MAINLINE ON AS-BUILTDRAWINGS.

MAINLINE COMBINED WITH LATERAL LINE UNDER PAVEMENT30" FOR MAINLINE 4" AND UP24" FOR MAINLINE UP TO 3"2"MIN.4"CVR.LIFT 2LIFT 3

LATERAL LINE WITH SLEEVE

TRACER WIRE
3 x's DIAOF MAINLINE

SAND COVER
POSITION CONTROL WIRES INLOWER LEFT OR RIGHT HANDQUADRANT OF MAINLINE INSCH 40 CONDUIT

SAND BED

MAINLINE IN SLEEVE, SEEIRRIGATION PLAN FORSLEEVING LOCATIONS FG

CONTROL WIRESEPARATE FROM PIPESAME AS LATERALTRACER WIRE CONTROLLERWIRE IN SCH 40CONDUIT
30" FOR MAINLINE 4" AND UP24" FOR MAINLINE UP TO 3"

PAVING PER PLANS
30" FOR MAINLINE 4" AND UP24" FOR MAINLINE UP TO 3"
12"BACKFILL MATERIAL

BACKFILL MATERIAL
12"NATIVE BACKFILL MATERIAL

TRACER WIRE
1" = 1'-0"TRENCHING
DEPTH
GRRM-1700-1725.02-24
2" MIN.

LATERAL LINE12" THICK WALLED FLEXIBLE PVC PIPE,LENGTH AS REQUIRED

SEE INSET

FINISH GRADE

PLAN VIEW

SECTION VIEW

LATERAL LINE
12" THICK WALLED FLEXIBLE PVC PIPE
INSET
MAX. 6 EMITTERS
12"
LATERAL LINE DISTRIBUTION,MAX 6 EMITTERS OR 2 BUBBLERSPER TREE

PLACE EMITTER OR BUBBLERUPHILL FROM CENTER
1 GAL. PLANTS5 GAL. PLANTS AND BOX TREES
PVC SCH 40 TEE OR ELL
MULCH
SCH. 40 FITTINGS ASREQUIRED FORROUTING
PVC SCH 80 NIPPLETO PLACE EMITTER1" ABOVE MULCH

FINISHGRADE
3/4" = 1'-0"SINGLE OUTLET EMITTER

EMITTER
ELBOW S x T
ARRM-1700-1725.02-52
TERMINAL STRIPS,SIZE AS REQ.
6"
3"
6"
PEDESTAL MOUNTIRRIGATION CONTROLLERON CONCRETE FOOTING.EMBED GALV. "J" BOLTS 3"MIN. INTO CONCRETE PADTO SECURE THECONTROLLER.

SOLAR ARRAY PER CONTROLLERMANUFACTURER. INSTALL INDIRECT SUNLIGHT (NOOBSTACLES) 1" = 1'-0"SOLAR POWERED CONTROLLER IN PEDESTAL
AS PER LOCAL CODE.8 FT. COPPER GROUND
LONG SWEEP ELL.CONDUIT WITH2" MIN. SCH. 40 PVC
HARNESS TO18 GA. WIRE
FROM FIELD.14 GA. WIRES
CONTROLLER.
6" LAYER OF CLASS 2AGGREGATE BASE@95% RELATIVECOMPACTION CONCRETE PAD - 6" MIN.THICKNESS PER MANUF. SPECS,EXTEND 6" BEYOND OUTSIDEDIMENSIONSOF ENCLOSURE WITH SLOPEFOR DRAINAGE.#3 REBAR @18"O.C.BOTH WAYS RRM-1700-1725.02-55 F
30-INCH LINEAR LENGTH OF WIRE,COILEDWATER PROOF CONNECTION(1 OF 2)ID TAGVALVE BOX. SET 1" ABOVEFINISH GRADE IN TURF AREAS.SET 2" ABOVE FINISH GRADE INPLANTER AREAS. SET FLUSH WITHGRADE IN HARDSCAPE AREAS.FINISH GRADE/SURFACE BRICK (1 OF 4)
SCH 80 PVC FROMBACKFLOW
3" MIN. DEPTH OF 3/4" WASHEDCRUSHED AGGREGATE BASE.ONE (1) CUBIC FT. MIN.NOTE:1.INSTALL GOPHER WIRE UNDER VALVE BOX.2.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.

PVC UNION

MASTER REMOTE CONTROLVALVE
CONTROLLER WIRE(WHITE COMMON)CONTROLLER WIRE (NON-WHITEHOT). WIRE TO MASTER VALVESTATION ON CONTROLLER(S).

TO DISTRIBUTION AREAS
FLOW DIRECTIONSCH 80 PVC 45°ELL
SCH 80 PVCNIPPLESCH 80 PVC NIPPLE MAINLINESIZE PERPLAN
COMPACT NATIVE BELOWROCK @90% RELATIVECOMPACTION
MASTER VALVE3/4" = 1'-0"
STANDARD 17"x30" MIN.
15" MIN.
12" GOPHER WIRE MESHBELOW ROCK
HRRM-1700-1725.02-50
NOTES:1. CONTRACTOR SHALL WIRE FLOW SENSOR TO IRRIGATION CONTROLLER IF CONTROLLER ALLOWS.2. FLOW SENSOR MAKE AND MODEL SHALL BE COMPATIBLE WITH IRRIGATION CONTROLLER.3. INSTALL GOPHER WIRE UNDER CRUSHED AGGREGATE SECTION 1" TURF AREAS2" SHRUB AREAS
FLOW
5 X PIPE DIA.10 X PIPE DIA.

JUMBO PLASTIC VALVE BOXWITH 2 - 6" EXTENSIONS &LOCKING COVER.

BRICKS. ONE AT EACHCORNER OF JUMBO VALVEBOX.
34" CRUSHEDAGGREGATE
2 CONDUCTOR SHIELDED CABLES.CONNECT TO TRANSMITTER.

FLOW SENSOR. MATCHDIRECTION OF FLOW.

PVC MALE ADAPTERS,WHEN REQUIRED (2).

WATERPROOF CONNECTORS.

FLOW

NO VALVES, REDUCERS,OR ELBOWS IN THIS AREA
FLOW SENSOR3/4" = 1'-0"
10" MIN.
10" MIN.5"

JUMBO VALVE BOX

VALVE BOX EXTENSIONMAINLINE,SIZE PER PLAN

FINISH GRADE
AMENDED NATIVE BACKFILL.LOOSELY COMPACTED FORPLANTING AREAS RRM-1700-1725.02-21I
SCH 80 NIPPLE (2-INCHLENGTH, HIDDEN) AND SCH 40ELL
30-INCH LINEAR LENGTH OFWIRE, COILEDWATER PROOFCONNECTION (1 OF 2)ID TAG 4"MAX.

VALVE BOXFINISH GRADE/TOP OF MULCHREMOTE CONTROL VALVE
PVC SCH 80 NIPPLE. SIZE PER PLAN.LENGTH AS REQUIRED.BRICK (1 OF 4) CHAMPION 300 SERIES BRASS ANGLEVALVE WITH UNION.

BRASS NIPPLES AND UNION. SIZE PERPLAN. LENGTH AS REQUIRED.

PVC MAINLINE PIPE. SIZE PER PLAN
3" MIN. DEPTH OF 3/4" WASHED CRUSHEDAGGREGATE BASE. ONE (1) CUBIC FT. MIN.

NOTE:PLACE AGGREGATE PRIOR TOINSTALLATION OF VALVE BOX.

REMOTE CONTROL VALVE1" = 1'-0"
BRASS UNION.
2 WIRE DECODER WHEREAPPLICABLE.

SCH 40 PVC TEE OR ELLTHREADED BRASS NIPPLESCH 40 PVC LATERAL12" GALV. GOPHER WIRE MESH BELOW ROCK RRM-0801-KN-10 C
1 1/2" = 1'-0"QUICK COUPLING VALVE IN BOX
FLUSH IN LAWN AREAS.2" IN SHRUB AREAS.

NIPPLE.12" PVC SCHEDULE 80
12" MAX
QCV2" MAX.1" MIN.6" MIN.

STEEL CLAMPS.TWO STAINLESS
THREE PVC SCH 80ELLS.

STEEL PIPE.1/2" X 36" GALVNIPPLE.3" PVC SCHEDULE 80
GALV. NIPPLE, LENGTH AS REQ.

CRUSHED ROCK.6" DEEP LAYER OF 3/4"
SPECIFIED.QUICK COUPLING VALVE AS
FINISHED GRADE.

WITH 2" HIGH CHARACTERS.HEAD BRAND "QCV" ON LID10" DIAMETER VALVE BOX.

RRM-1900-1901.01-08D
PRESSURIZED MAINLINE PVC PIPE.
3/4" CRUSHED AGGREGATE BASE.ONE (1) CUBIC FT. MIN.

SCHEDULE 40 PVCMALE ADAPTER.
12MIN.

COMMON BRICKS FORSUPPORT. MIN. THREE.

BALL VALVE. CENTER IN BOX
EXTENSION FOR 12" METER BOX.SIZE AS REQUIRED.
12" ROUND METER BOX.

NOTE:PLACE AGGREGATE PRIOR TOINSTALLATION OF VALVE BOX.

BALL VALVE1" = 1'-0"

FINISH GRADE
2"

CONCRETE VALVE BOX WITHLOCKING METAL LID
12" GOPHER WIRE BENEATH ROCKLAYER
RRM-1900-1901.01-11B

N:\2000\2019-01-RC20-Mathilda-Park-Site-Improvements\Landscape-Architecture\Task-L2-ConDocs\Sheet-Files\2019-01-LI.dwg, LI502, May 14, 2025 11:18am, eernstrom

PROJECT MANAGERDRAWN BY

PROJECT NUMBER

CHECKED BY
SHEET
MAY 2025
2019-01-RC21
DATE

CHRIS DUFOURSS/DKCD
SEE DETAIL F, SHEET LI501
CONCRETE FOOTING. 2,800 PSICONCRETE MIN. SEE DETAIL TO LEFT 30" DIA
4'-6"

SOLAR ARRAY FOR IRRIGATION CONTROLLERNTSA

SD SD SD SD
SD
SD
EBWM
45 50
50 45
50 45
50 43
44 46
47 48
49 5152
EX. TREES TO REMAIN, TYP.,PROTECT IN PLACE
SYMBOLBOTANICAL NAMECOMMON NAMECONTWUCOLSQTYDETAIL TREESQUERCUS AGRIFOLIACOAST LIVE OAK MULTI-TRUNK24"BOXVERY LOW1D/LP501 QUERCUS SUBERCORK OAK24"BOXLOW1D/LP501
SHRUBSADENANTHOS CUNEATUS 'CORAL DRIFT'CORAL DRIFT FLAMEBUSH5 GALLOW3 ALOE PLICATILISFAN ALOE5 GALLOW14
ARCTOSTAPHYLOS X `HOWARD MCMINN`HOWARD MCMINN MANZANITA15 GALLOW12 ARCTOSTAPHYLOS X 'EMERALD CARPET'EMERALD CARPET MANZANITA5 GALLOW4 ASTERISCUS MARITIMUSGOLD COIN DAISY1 GALLOW41
CORREA ALBAWHITE CORREA1 GALLOW10
ENCELIA CALIFORNICACALIFORNIA ENCELIA1 GALLOW25
KNIPHOFIA UVARIA 'ECHO DUO'ECHO DUO RED HOT POKER5 GALLOW7

PLANT SCHEDULE
A/LP501
A/LP501
A/LP501
A/LP501
A/LP501
A/LP501
A/LP501
A/LP501
LOMANDRA LONGIFOLIA 'BREEZE' TMBREEZE MAT RUSH1 GALLOW31 SALVIA CHAMAEDRYOIDESMEXICAN BLUE SAGE1 GALLOW29
SENECIO MANDRALISCAE 'BLUE CHALK STICKS'SENECIO1 GALLOW41 SYMBOLBOTANICAL NAMECOMMON NAMECONTWUCOLSSPACINGDETAIL SHRUB AREASARCTOSTAPHYLOS X 'EMERALD CARPET'EMERALD CARPET MANZANITA5 GALLOW60" o.c.B/LP501 SYMBOLBOTANICAL NAMECOMMON NAMECONTWUCOLSSPACINGQTY GROUND COVERS(E) GROUNDCOVEREXISTING GROUNDCOVERN/A388 SF TURF MARATHON IIMARATHON IISODHIGH1,034 SF A/LP501
A/LP501
E/LP501
A/LP501
20 N:\2000\2019-01-RC20-Mathilda-Park-Site-Improvements\Landscape-Architecture\Task-L2-ConDocs\Sheet-Files\2019-01-LP.dwg, LP101, May 14, 2025 11:41am, eernstrom

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MAY 2025
2019-01-RC21
DATE

PLANTING PLAN

CHRIS DUFOURSS/DKCD
PLANTING NOTES1.PLANT LIST IS FOR CONVENIENCE OF CONTRACTOR ONLY. IN CASE OFDISCREPANCIES BETWEEN THE PLANS AND THE LIST, PLANS SHALL PREVAIL.2.PLANT LOCATIONS SHOWN ON THE PLANS ARE DIAGRAMMATIC. CONTRACTORSHALL FLAG ALL PLANT LOCATIONS FOR VERIFICATION WITH CITY'S AUTHORIZEDREPRESENTATIVE PRIOR TO INSTALLATION3.ALL GROUNDCOVER SHALL BE TRIANGULARLY SPACED UNLESS OTHERWISE NOTED.4.CONTRACTOR SHALL INSTALL A 3" THICK LAYER OF WALK ON BARK MULCH (U.N.O.)IN SHRUB, GROUND COVER AND TREE AREAS.5.CONTRACTOR SHALL TAG ALL TREES FOR SELECTION BY THE CITY'S AUTHORIZEDREPRESENTATIVE.6.ALL PLANT MATERIAL SHALL BE LOCALLY GROWN WITHIN 50 MILES OF THE PROJECTSITE.7.INSTALL SHRUBS ON SLOPES PER DETAIL C/LP501 WHERE GRADES EXCEED 3:1

SHRUBSCONTWUCOLSQTYDETAIL

N:\2000\2019-01-RC20-Mathilda-Park-Site-Improvements\Landscape-Architecture\Task-L2-ConDocs\Sheet-Files\2019-01-LP.dwg, LP501, May 14, 2025 11:42am, eernstrom

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MAY 2025
2019-01-RC21
DATE

PLANTING DETAILS

CHRIS DUFOURSS/DKCD

SHRUB PLANTING1 1/2" = 1'-0"
2 TIMES ROOTBALL DIAMETER
1"
3" MULCH PER PLANS, KEEP3" CLEAR OF TRUNK

BACKFILL MIX

FERTILIZER TABLET

UNCOMPACTED NATIVE SOIL
TOP OF ROOTBALL. SET 12" ABOVE FINISH GRADE
3"CLR
BRRM-1900-1901.01-75
SHRUB & GROUND COVER SPACING1 1/2" = 1'-0" EQUALEQUAL
EQUAL
1/2 O.C. SPACING FROMEDGE OF PAVING, BACK OFCURB, OR BUILDING FACE NOTE: GROUNDCOVER SHALLBE TRIANGULARLY SPACEDPER THE ON-CENTER (O.C.)SPACING INDICATED ON THEPLANTING PLAN AND/ORPLANTING LEGEND, UNLESSOTHERWISE NOTED.

EDGE OF PLANTING AREA
PLANT PER PLANTINGPLAN, TYP.

RRM-1900-1901.01-37A
FGFG
ROOTBALL2 X DIAMETEROF ROOTBALL
ROOTBALL. PLACE ROOTBALLSLIGHTLY HIGHER THANADJACENT SOIL.3" HIGH WATERRETENTION BASIN

AMENDED BACKFILLSOIL MIXTURE

AMENDED NATIVE SOIL
SHRUB
3"
SHRUB PLANTING ON SLOPE1" = 1'-0"
NOTE: PREPARE AND AMEND NATIVESOIL PER SPECIFICATIONS.

RRM-1900-1901.01-09C
TREE PLANTING WITH WOOD STAKING1/2" = 1'-0"
2x ROOTBALL WIDTH
18" MIN.
6"
6"
6"TREE TIES, ATTACHED TOALLOW TREE TO MOVEBUT STILL BE HELD FIRMLYIN PLACETREE STAKES, TWOPER TREE3" LAYER OF ORGANICMULCH 36" DEEP ROOT BARRIERPER MANUFACTURER'SINSTRUCTIONS. SEE NOTEAAMENDED NATIVE SOIL

TREE TRUNK
WATERING BERMF.G.

DIRECTION OFPREVAILING WIND
NOTES: A.INSTALL DEEP ROOTBARRIER WHEN TRUNK ISWITHIN 5' OF PAVING, 10'FROM BUILDING.

TOP VIEW

AMENDED BACKFILLMIX

ROOTBALL
6"
DRRM-1900-1901.01-03
NATURAL TURF GROUND COVER,PER PLANTING PLAN.6"

AMENDED TOPSOIL LAYER,LOOSELY COMPACTED
LOOSELY COMPACTSUBGRADE TO 80%RELATIVE COMPACTION
NOTE: 1.USE 36" WIDE MIN. SOD ROLLER TO LEVEL AND EMBED SOD IN PLACE.

NATURAL TURF GROUNDCOVER1 1/2" = 1'-0" 1"
DLC501DEEPENEDCURB EDGE
RRM-1900-1901.01-65 E

ATTACHMENT 8

Mathilda Park Improvements Project Award Presentation

Bid Protest and
Recommendation to Award
Construction Contract and
CMIT Contract for the
Mathilda Park Improvements
Project
Tuesday, October 7, 2025
City Council Meeting
Outline
Project Background
Bid Results
Bid Protest & Staff Findings
Council Actions
October 7, 2025, City Council Meeting 2
Project Background
October 7, 2025, City Council Meeting 3

Bid Results
October 7, 2025, City Council Meeting 4
Engineer’s Estimate $528,044.00
KYA Services, LLC $404,897.57
Western State Builders, Inc. $490,695.10
RE Schultz Construction, Inc. $496,025.00
Hanly General Engineering Corp. $549,543.86
RCH Construction $608,715.46
Low bid is 23.3% below the Engineer’s Estimate
Bid Protest & Staff Findings
Bid Protest and supplemental information was received on August 15, 2025 from Western State Builders, Inc.

1. Prime contractor self-performance percentage not being met.

2. Playground subcontractor does not have a certification from Play & Park Structures; and

3. Playground subcontractor does not hold the appropriate licenses to perform the work.
Staff Findings

1. No self-performance requirement in California Public Contract Code.

2. The playground subcontractor has a certification from Play & Park Structures.

3. The prime contractor has the appropriate license to perform the work.

October 7, 2025, City Council Meeting 5
Council Actions
 Conduct a public hearing to take verbal and written testimony regarding a bid protest filed by Western State Builders Inc.; and
 After considering the testimony presented during the public hearing, adopt Resolution 25-__, entitled, “A Resolution of the City Council of the City of Goleta, California, Rejecting Bid Protest and Awarding Construction Contract for Mathilda Park Improvements Project”; and  Approve the Plans and Specifications for the Mathilda Park Improvements Project; and  Award and authorize the City Manager to execute a Construction Contract with KYA Services, LLC., for the Mathilda Park Improvements Project in the not-to-exceed amount of $404,897.57, subject to the requirements of the contract documents; and
 Authorize the Public Works Director to approve contract change orders for the Mathilda Park Improvements Project, if necessary, in the not-to-exceed amount of $80,979.00; and  Award and authorize the City Manager to execute a Professional Services Agreement with Vanir Construction Management, Inc. in the not-to-exceed amount of $100,275.00 for Construction Management, Inspection, and Material Testing services with a June 30, 2026, termination date. 6October 7, 2025, City Council Meeting
Questions/Comments
7October 7, 2025, City Council Meeting

Goleta City CouncilOctober 7, 2025

Goleta City Council
October 7, 2025