San Elijo Hill Park - Dog Park - City Formal Submittal #1 _ 12-9-25 — San Marcos City Council, January 27, 2026

SHEET:SHEET TITLE:PAGE:CS-11 COVER SHEET
CS-1
DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

SAN ELIJO HILLS FOUNDATION1277 SAN ELIJO ROAD, SAN MARCOS, CA92078760-471-2365CONTACT PERSON: JASON SIMMONSEMAIL:[email protected] LANDSCAPE ARCHITECTS462 STEVENS AVE., SUITE 107SOLANA BEACH, CA 92075TEL: (619) 294-8484 EXT. 39FAX: (619) 574-0626CONTACT PERSON: WEI WANGEMAIL: [email protected]

APPLICANT

LANDSCAPE ARCHITECT/APPLICANT'SREPRESENTATIVE
ENGINEER OF WORKNOVA ENGINEERING4373 VIEWRIDGE AVENUE, SUITE ASAN DIEGO, CA 92123CONTACT PERSON: THOMAS FITZMAURICETEL: (858) 752-2393EMAIL: [email protected]

SAN ELIJO RD

SCHOOLHOUSE WAY
ELFIN FOREST RDLP-1HS-1DM-1

PROJECT SITE

ARCHER RDCRYSTAL CTSCHOOLHOUSE WAY

SAN ELIJO RDSAN ELIJO RD

ELFIN FOREST RDELFIN FOREST RD
HD-26 CONSTRUCTION DETAILS
LS-215 PLANTING SPECIFICATIONS

1.THE STRUCTURAL SECTIONS SHOWN ON THESE PLANS ARE BASED ON R-VALUE TESTSOR MINIMUM STRUCTURAL STANDARDS REQUIRED BY THE CITY, WHICHEVER ISGREATER. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER THE "R"VALUE TEST HAS BEEN CONDUCTED BY A QUALIFIED GEOTECHNICAL ENGINEER ON THEPREPARED SUB-BASE MATERIAL. THE "R" VALUE TEST AND RECOMMENDEDENGINEERED STRUCTURAL SECTION MUST BE APPROVED BY THE PUBLIC WORKSDIRECTOR PRIOR TO THE INSTALLATION OF BASE AND PAVING MATERIALS.STRUCTURAL SECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH CHAPTER 600 OFTHE CALTRANS HIGHWAY DESIGN MANUAL. STRUCTURAL SECTIONS SHALL BE NOTEDON THE "AS-BUILT" DRAWINGS. THIS NOTE WILL NOT APPLY TO THOSE AREAS WHERE GRADING IS MINIMAL AND "R"VALUES CAN BE OBTAINED PRIOR TO PLAN APPROVAL. ALL EXISTING STREETS SHALLBE CORE TESTED TO DETERMINE THE EXISTING STRUCTURAL SECTION AND TODETERMINE THE EXTENT OF OVERLAY OR RECONSTRUCTION NECESSARY TO ACHIEVETHE REQUIRED "R" VALUES, TESTS SHALL BE PERFORMED AT LOCATIONS APPROVED BYTHE PUBLIC WORKS DIRECTOR.2.ALL ELECTRICAL, TELEPHONE AND CABLE TELEVISION UTILITIES SHALL BECONSTRUCTED/CONVERTED TO UNDERGROUND. THE RELOCATION AND/ORUNDERGROUNDING OF EXISTING AND NEW UTILITIES SHALL BE DONE BY THEDEVELOPER/OWNER OF THE PROPERTY AT NO COST TO THE CITY.3.ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED BEFORECONSTRUCTION OF THE CURB AND GUTTER OR SURFACING OF STREETS.4.A PERMIT SHALL BE OBTAINED FROM THE CITY OF SAN MARCOS FOR ANY EXCAVATIONAND/OR CONSTRUCTION WITHIN THE PROPOSED PROJECT AND PUBLIC RIGHT-OF-WAY.5.CONTRACTOR SHALL NOTIFY THE ASSIGNED CITY OF SAN MARCOS ENGINEERINGINSPECTOR 48-HOURS PRIOR TO THE BEGINNING OF ANY GRADING/CONSTRUCTION.6.PRECISE LOCATIONS/ELEVATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE NOTKNOWN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING SUFFICIENTEXPLORATIONS TO LOCATE ALL UTILITIES AND SUBSTRUCTURES WHETHER SHOWN ONTHE PLANS OR NOT AND TO PROTECT THEM FROM ANY POSSIBLE DAMAGE PRIOR TOAND DURING CONSTRUCTION. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAIDUTILITIES AND SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR.CONTRACTOR SHALL NOTIFY THE ENGINEER-OF-WORK OF ANY POTENTIAL CONFLICTSSUFFICIENTLY IN TIME FOR CONSTRUCTION CHANGES TO BE MADE AND APPROVED.7.THE CONTRACTOR SHALL CONTACT THE UNDERGROUND SERVICE ALERT AT1-800-422-4133 AT LEAST 48 HOURS PRIOR TO EXCAVATING TO VERIFY THE LOCATIONSOF UNDERGROUND FACILITIES OF THE FOLLOWING UTILITIES:COX COMMUNICATIONSAT&TSAN DIEGO GAS & ELECTRICVALLECITOS WATER DISTRICTBUENA SANITATION DISTRICTVISTA IRRIGATION DISTRICTA DIG ALERT IDENTIFICATION NUMBER MUST BE ISSUED BEFORE A "PERMIT TOEXCAVATE" IS VALID PER GOVERNMENT CODE SECTION 4216/4217.8.AN AS-BUILT DRAWING SHALL BE SUBMITTED FOR ALL PUBLIC IMPROVEMENTS PRIORTO ACCEPTANCE OF SAID IMPROVEMENTS.9.THE LANDSCAPE ARCHITECT-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTIONCOMMENCES.10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION/GRADING OF SLOPES,PADS, STREET GRADES, AND INFRASTRUCTURE IMPROVEMENTS ACCORDING TO THESEPLANS. THE LANDSCAPE ARCHITECT-OF-WORK SHALL BE CONTACTED WHEN CHANGESOR ADDITIONS ARE MADE DURING THE PROGRESS OF CONSTRUCTION OR IF THERE IS AMISUNDERSTANDING OF THESE PLANS OR FIELD STAKES AND AN INTERPRETATION ISNEEDED.11.CERTIFICATION FROM THE REGISTERED CIVIL ENGINEER STATING THAT THE GRADINGHAS BEEN COMPLETED PER THE APPROVED PLAN, AND THE COMPACTION REPORTFROM THE GEOTECHNICAL ENGINEER ON ANY REQUIRED FILL AREAS SHALL BEPROVIDED PRIOR TO BUILDING PERMITS BEING ISSUED.12.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ANY MONUMENTATIONAND/OR BENCHMARKS. ANY MONUMENTATION AND/OR BENCHMARKS WHICH AREDISTURBED OR DESTROYED BY CONSTRUCTION SHALL BE REPLACED AT THECONTRACTOR'S EXPENSE. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITHAPPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTEREDCIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD ORRECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LANDSURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'SACT.13.ALL EXISTING FEATURES AND STRUCTURES IN CONFLICT WITH THESE PLANS SHALL BERELOCATED OR REMOVED AT THE DEVELOPER'S EXPENSE.

14.MINIMUM 90% COMPACTION IS REQUIRED IN ALL ON-SITE FILL AREAS WITH A MINIMUMOF 95% COMPACTION SIX INCHES (6") BELOW FINISHED SUBGRADE IN A PUBLIC STREET.15.ALL PUBLIC IMPROVEMENTS SHOWN ON THESE IMPROVEMENT PLANS SHALL BECONSTRUCTED TO THE SATISFACTION OF THE ENGINEERING DIRECTOR PRIOR TOOCCUPANCY OF ANY BUILDING.16.ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP,REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF ANY EQUIPMENT SHALL BE LIMITED TOTHE HOURS OF 7:00 A.M. TO 4:30 P.M., MONDAY THROUGH FRIDAY. NO WORK SHALL BEPERFORMED ON THE PREMISES ON SATURDAY, SUNDAY OR HOLIDAYS.17.NO PRIVATE IRRIGATION MAINS OR CONTROL VALVES SHALL BE PLACED WITHIN THEPUBLIC RIGHT-OF-WAY.18.CURB RAMPS SHALL BE INSTALLED AT ALL CURB RETURNS PER TITLE 24, PART 2, STATECHAPTER 71, SITE DEVELOPMENT REQUIREMENTS FOR HANDICAPPED ACCESSIBILITY,SECTION 7103, CURB RAMPS, OF THE CALIFORNIA BUILDING CODE.19.EXCAVATION, FILLS, AND OBSTRUCTIONS IN PUBLIC PLACES SHALL CONFORM TO THEREQUIREMENTS OF CITY ORDINANCE 2022-1521 SUBJECT TO THE APPROVAL OF THEDIRECTOR.20.THESE PLANS HAVE BEEN EXAMINED BY THE CITY'S ENGINEERING DIVISION TO INSURECOMPLIANCE WITH GENERAL ENGINEERING STANDARDS AND THE CITY'S DESIGNSTANDARDS AND SPECIFICATIONS.21.THE LANDSCAPE ARCHITECT-OF-WORK SHALL BEAR THE SOLE RESPONSIBILITY OF THEMATHEMATICAL DATA AND ACCURACY OF DESIGN SHOWN HEREON.22.IF THE IMPROVEMENTS SHOWN ON THIS PLAN HAVE NOT BEEN CONSTRUCTED ANDACCEPTED BY THE CITY WITHIN TWO (2) YEARS OF THE DATE OF PLAN APPROVAL BYTHE CITY ENGINEER, THESE PLANS WILL BE SUBJECT TO REVIEW BY THE CITY'SENGINEERING DIVISION FOR CONFORMANCE WITH CURRENT CITY STANDARDS,POLICIES AND/OR ADDITIONAL REQUIREMENTS.23.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION, RELOCATION ORREPLACEMENT OF ALL STRIPING, SIGNING OR TRAFFIC DETECTOR LOOPS AS REQUIREDBY THE ENGINEERING DIRECTOR.24.STREET SIGNING AND STRIPING ARE THE RESPONSIBILITY OF THE CONTRACTOR ANDARE SUBJECT TO CITY OF SAN MARCOS ENGINEERING DEPARTMENT APPROVAL.25.DUST CONTROL MEASURES, SUCH AS THE PERIODIC WETTING DOWN OF THE BARE ANDEXPOSED AREAS, SHALL BE USED AT ALL TIMES DURING CONSTRUCTION TO THESATISFACTION OF THE ENGINEERING AND/OR BUILDING INSPECTORS.26.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE ADJOINING PUBLIC STREETSAND RIGHT-OF-WAYS IN A CLEAN AND DUST FREE CONDITION WITHIN THE LIMITATIONOF THE CITY MUNICIPAL CODE SECTION 14.15.030 "ILLICIT DISCHARGES PROHIBITED."THIS SECTION OF THE CODE PROHIBITS THE "WASHING DOWN" OF A STREET INTO APUBLIC STORM DRAIN. THE CONTINUOUS USE OF STREET SWEEPING MACHINES MAYBE ADVISABLE.27.THE LANDSCAPE ARCHITECT-OF-WORK IS NOT RESPONSIBLE FOR GRADINGOPERATIONS OR GRADING DONE. THE CONTRACTOR IS SOLELY RESPONSIBLE.28.A PERMIT MUST BE OBTAINED FROM THE SAN MARCOS FIRE DEPARTMENT PRIOR TOANY BLASTING. CITY PERMITS ARE REQUIRED PRIOR TO ANY CONSTRUCTION,EXCAVATION, STORAGE OF MATERIALS, OR ANY OTHER ENCROACHMENTS.29.CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITECONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDINGTHE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLYCONTINUALLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTORSHALL DEFEND, INDEMNITY, AND HOLD THE OWNER, THE LANDSCAPE ARCHITECT, ANDTHE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTIONWITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITYARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, LANDSCAPE ARCHITECT, ORCITY.30.EROSION CONTROL, INCLUDING RIP-RAP, INTERIM SLOPE PROTECTION, SANDBAGS OROTHER EROSION CONTROL MEASURES SHALL BE PROVIDED AS NECESSARY TOCONTROL SEDIMENT AND SILT FROM THE PROJECT. THE CONTRACTOR SHALL BERESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL FACILITIES THROUGHOUT THEDEVELOPMENT OF THE PROJECT.31.A TRAFFIC CONTROL PLAN, INCLUDING THE LAYOUT OF CONSTRUCTION WARNING ANDDETOUR SIGNS, SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT FORAPPROVAL A MINIMUM OF 14 DAYS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.TRAFFIC CONTROL SHALL BE IMPLEMENTED BEFORE ANY WORK IS STARTED.32.IN NO CASE SHALL THE CITY BE RESPONSIBLE FOR CONSTRUCTION COSTS FOR THESEIMPROVEMENTS, INCLUDING THE UNDERGROUNDING OF EXISTING AND NEW DRYUTILITIES, OR ANY NECESSARY REPAIRS.

N.T.S.
1105 ELFIN FOREST ROAD
N.T.S.
1 I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT FOR THIS PROJECT, THAT IHAVE EXERCISED RESPONSIBLE CHARGE OVER THE LANDSCAPE DESIGN OF THISPROJECT, SHEET 1 THRU 14, AND THAT THE DESIGN IS CONSISTENT WITH CURRENTSTANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANDSPECIFICATIONS BY THE CITY OF SAN MARCOS IS CONFINED TO A REVIEW ONLY ANDDOES NOT RELIEVE ME AS LANDSCAPE ARCHITECT OF MY RESPONSIBILITIES FOR THEPROJECT LANDSCAPE DESIGN.

CONT. IMPROVEMENT NOTESIMPROVEMENT NOTES

DECLARATION OF RESPONSIBLE CHARGE
THE BASIS OF BEARING FOR THIS PROJECT IS THE NAD 83, ZONE 6, GRIDBEARING BETWEEN STATION ES 0322" AND "SM 123' PER RECORD OF SURVEYNO. 13928; I.E. N 37° 26' 07" ETHE COMBINED SCALE FACTOR AT STATION "ES 0322" 0.999941337 GRIDDISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR

SITE ADDRESS

BASIS OF BEARING

PROJECT DIRECTORY
SHEET INDEXASSESSOR PARCEL NUMBERS223-040-19
THESE PLANS WERE PREPARED USING BASE INFORMATIONPREPARED BY NOVA ENGINEERING. THE CONTRACTOR ISRESPONSIBLE FOR VERIFYING THE ACCURACY OF THISBASE COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TOORDERING MATERIALS AND/OR BEGINNING WORK ANDIMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT OFANY DISCREPANCIES. IN THE EVENT THAT THECONTRACTOR FAILS TO VERIFY THE ACCURACY OF THEBASE INFORMATION AND/OR FAILS TO IMMEDIATELYNOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIESPRIOR TO ORDERING MATERIALS AND/OR BEGINNINGWORK, THEN THE CONTRACTOR ASSUMES FULLRESPONSIBILITY FOR ANY AND ALL ADDITIONAL LABOR ANDMATERIALS AS DIRECTED BY THE LANDSCAPE ARCHITECTTO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONALCOST TO THE OWNER.1.THE CONTRACTOR IS RESPONSIBLE FOR DETERMININGTHE EXACT LOCATION OF ALL EXISTING UTILITIESPRIOR TO COMMENCING WORK. THE CONTRACTORSHALL ASSUME FULL RESPONSIBILITY FOR ANY ANDALL DAMAGES WHICH OCCUR DUE TO THECONTRACTOR'S FAILURE TO LOCATE AND PRESERVEANY AND ALL UNDERGROUND UTILITIES, AT NOADDITIONAL COST TO THE OWNER.2.ALL WORK SHALL BE DONE IN ACCORDANCE WITHTHESE PLANS AND STANDARD SPECIFICATIONS FORPUBLIC WORKS CONSTRUCTION, LATEST EDITION,WITH SUPPLEMENTS, THE STANDARD PLANS ANDSPECIFICATIONS OF THE CITY OF SAN MARCOSMUNICIPAL CODE, LANDSCAPE STANDARDS ANDLANDSCAPE AND IRRIGATION STANDARD PLANS.3.IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO FAMILIARIZE HIMSELF WITH THE JOBSITE AND THE LOCATION OF ALL UNDERGROUNDFACILITIES SHOWN OR NOT SHOWN ON THESE PLANS.NEITHER THE LANDSCAPE ARCHITECT, ENGINEER, ORTHE CITY OF SAN MARCOS WILL BE RESPONSIBLE FORANY DAMAGE TO THE UNDERGROUND FACILITIES.4.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOOBTAIN ALL NECESSARY PERMITS AND CALL FORINSPECTIONS 48 HOURS PRIOR TO REQUIREDINSPECTIONS.5.ADJACENT STREETS ARE TO BE CLEANED DAILY OFALL DIRT AND DEBRIS THAT ARE THE RESULT OFCONSTRUCTION OPERATION. CONTRACTOR SHALLMAINTAIN DUST CONTROL AT ALL TIMES.6.HOURS OF CONSTRUCTION OPERATION ARE 7 A.M. TO6 P.M. MONDAY THROUGH FRIDAY.7.NO CHANGES OR SUBSTITUTION TO BE MADE WITHOUTREVISION TO THE PLANS AND APPROVED BY THE CITYOF SAN MARCOS.

NORTH
NORTH
BRETT ALLEN, LLA #6595 EXP. 12/31/2025 DATE12/08/2025 HD-37 CONSTRUCTION DETAILSDM-13 DEMOLITION PLAN
SP-1

W W W W W W W W

SAN ELIJO ROAD
L.O.W
L.O.W
L.O.W
L.O.W
L.O.W
DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

FOR APPROVAL
NORTHNOT TO SCALEKEY MAP 462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16 LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595

LICENSEDLANDSCAPEARCHITECT
STATEOFCALIFORNIA 12/08/2025RENEWAL DATE: 12-31-25SIGNATURE

SAN ELIJO ROAD

ELFIN FOREST RD

PROPOSED CHAIN-LINK FENCE

EXISTING TREES,TO REMAIN TYP
100' WIDE SDCWA EASEMENT
020'40'80'120'160'
NORTH

EXISTING MANIFOLDS,TO REMAINEXISTING BOLLARD,TO REMAIN

PROPOSED PET WASTE STATIONEXISTING MANIFOLDS, TO REMAIN SP-12
SP-1

PROPOSED MAINTENANCE GATE

CONNECTION TO PROPOSEDDRINKING WATER LINE EXISTING DRINKING FOUNTAIN SUPPLY LINE,CONNECTION TO THE RESTROOM, PER AS-BUILTPROPOSED TREESEXISTING POTABLE WATERSUPPLY LINE, PER PARK AS-BUILT

EXISTINGPARKING LOT

SDCWA EASEMENT AREA
130'
100'EXISTING RESTROOM

EXISTING RESTROOMS

EXISTING PARKING LOT

EXISTING DOG PARKCHAIN-LINK FENCE

EXISTING DOG PARK

EXISTING DOG PARK ENTRANCE

EXISTING PET DRINKING BOWL FOUNTAIN

EXISTING BASEBALL/SOFTBALL FIELD

EXISTINGPLAZA

POINT OF CONNECTION FOR THE EXISTINGPOTABLE WATER SUPPLY LINE, AT THISPROXIMATE LOCATION, PER AS-BUILT

EXISTING PARKING LOT

DOG PARK SITE- LIMIT OF WORK
LEGEND:

EXISTING SOCCER FIELDEXISTINGPICNIC AREA
NOTE:REFER TO SHEETS HS-1 AND LP-1 FOR HARDSCAPE, POTABLEWATER, AND PLANTING LEGENDS.

L.O.WLIMIT OF WORK
130' WIDE SDCWAEASEMENT

LIMIT OF WORK

LARGE DOG PARK AREA

SMALL DOG PARK AREA
DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

LICENSEDLANDSCAPEARCHITECT
STATEOFCALIFORNIA 12/08/2025RENEWAL DATE: 12-31-25SIGNATURE

SAN ELIJO ROAD

ELFIN FOREST RD
05'10'20'30'40'NORTH
SYMBOLDEMOLITION LEGENDDESCRIPTION GENERAL DEMOLITION NOTES:1.THESE PLANS WERE PREPARED USING BASE INFORMATION PROVIDED BY NOVA ENGINEERING. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THEACCURACY OF THIS BASE COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TOORDERING MATERIALS AND/OR BEGINNING WORK AND IMMEDIATELY NOTIFYINGTHE CITY REPRESENTATIVE OF ANY DISCREPANCIES. IN THE EVENT THAT THECONTRACTOR FAILS TO VERIFY THE ACCURACY OF THE BASE INFORMATIONAND/OR FAILS TO IMMEDIATELY NOTIFY THE CITY REPRESENTATIVE OFDISCREPANCIES PRIOR TO ORDERING MATERIALS AND/OR BEGINNING WORK,THEN THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY AND ALLADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE CITY REPRESENTATIVETO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST.2.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OFALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALLASSUME FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES WHICH OCCUR DUETO THE CONTRACTOR'S FAILURE TO LOCATE AND PRESERVE ANY AND ALLUNDERGROUND UTILITIES, AT NO ADDITIONAL COST TO THE OWNER.3.THE CONTRACTOR SHALL PROTECT IN PLACE EXISTING CONDITIONS TO REMAINSUCH AS TREES, STRUCTURES, SURVEY MONUMENTS, UTILITIES, ETC. DAMAGE TOEXISTING CONDITIONS TO REMAIN CAUSED BY CONTRACTOR SHALL BE RETURNEDTO EQUAL OR BETTER THAN ORIGINAL CONDITION AS DIRECTED BY CITYREPRESENTATIVE AT NO COST TO THE OWNER.4.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPLACING ANYEQUIPMENT AND/OR MATERIALS OUTSIDE OF THE LIMIT OF WORK, WHICH AREDAMAGED DURING CONSTRUCTION WITH MATERIALS LIKE-KIND, AT NOADDITIONAL COST TO THE OWNER.5.THE CONTRACTOR SHALL LEGALLY DISPOSE OF ITEMS AND EQUIPMENT TO BEREMOVED OFF-SITE UNLESS OTHERWISE NOTED OR DIRECTED BY CITYREPRESENTATIVE.6.REFER TO THE DEMOLITION SPECIFICATIONS FOR EXECUTION PROCEDURES.7.DEMOLITION SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS.THE CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY PERMITTING AND/ORPROCESSING OF PLANS.

D-1DEMOLITION NOTES:EXISTING IRRIGATION MANIFOLD – APPROXIMATE LOCATION:THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE IRRIGATION VALVES SERVING AREASBOTH INSIDE AND OUTSIDE THE PROJECT LIMITS REMAIN FULLY FUNCTIONAL THROUGHOUT THE DURATION OFTHE PROJECT, INCLUDING BUT NOT LIMITED TO DURING DEMOLITION AND CONSTRUCTION PHASES.EXISTING TURF AREA TO BE REMOVED:THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF THE EXISTING TURFWITHIN THE DEMOLITION BOUNDARY. NEW SURFACE MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITHTHE HARDSCAPE PLAN.SPRINKLER HEAD ADJUSTMENT – APPROXIMATE AREA:THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, RELOCATING, OR REPLACING EXISTINGSPRINKLER HEADS WITHIN THIS AREA TO ENSURE THEY ARE LOCATED OUTSIDE THE DEMOLITION BOUNDARY.THE CONTRACTOR SHALL VERIFY AND ADJUST ALL SPRINKLER HEADS TO MAINTAIN PROPER HEAD-TO-HEADCOVERAGE FOR TURF IRRIGATION. ANY DAMAGE TO IRRIGATION EQUIPMENT CAUSED DURING THIS PROCESSSHALL BE THE CONTRACTOR’S FULL RESPONSIBILITY AND SHALL BE REPAIRED WITH LIKE-KIND MATERIALS TOENSURE THE IRRIGATION SYSTEM REMAINS FULLY OPERATIONAL FOR THE DURATION OF THE PROJECT.EXISTING CONCRETE MOW CURB:THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF THE EXISTINGCONCRETE MOW CURB, AS INDICATED ON THE PLANS. NEW SURFACE MATERIAL SHALL BE INSTALLED IN THISAREA PER THE HARDSCAPE PLAN.EXISTING HORSESHOE PIT PLAY EQUIPMENT WITHIN THE DG AREA:THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF THE HORSESHOE PIT PLAYEQUIPMENT. ONCE REMOVED, THE CONTRACTOR SHALL REFILL THE AFFECTED AREA WITH DG AND ENSURETHE SURFACE IS FLUSH WITH THE SURROUNDING AREA.

SECTION 024100DEMOLITIONPART 1 - GENERAL1.01SUMMARY:A.THIS SECTION SPECIFIES DEMOLITION AND REMOVAL OF PAVEMENT, PLANTING, IRRIGATION LINES INCLUDING ALLAPPURTENANCES RELATED OR CONNECTED THERETO AND AS REQUIRED AND PER THE DRAWINGS.1.02 RELATED WORK:A.OTHER SECTIONS OF THE SPECIFICATIONS REFER TO WORK IN THIS SECTION. THE CONTRACTOR IS TO REVIEW THEDRAWINGS, GENERAL AND TECHNICAL SPECIFICATIONS AND SITE CONDITIONS TO FAMILIARIZE HIM/HERSELF WITH ALLTHE PROJECT REQUIREMENTS AND TO INSURE HIS WORK IS FULLY COORDINATED.B.SAFETY REQUIREMENTS: COMPLY WITH REQUIREMENTS OF SPECIAL PROVISIONS WITHIN THE CONTRACT BIDDOCUMENT AGREEMENT.1.03 PROTECTION:A.PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND PROPERTY; TO MINIMIZEINTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND STRUCTURES OR INTERRUPTION OF USE OF SUCHUTILITIES; AND TO PROVIDE FREE PASSAGE TO AND FROM SUCH ADJACENT AREAS OF STRUCTURES.B.PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES, WARNING LIGHTS, ANDOTHER SIMILAR ITEMS THAT ARE REQUIRED FOR PROTECTION OF ALL PERSONNEL DURING DEMOLITION AND REMOVALOPERATIONS. COMPLY WITH REQUIREMENTS OF SPECIAL PROVISIONS WITHIN THE CONTRACT BID DOCUMENTAGREEMENT.C.MAINTAIN FENCES, BARRICADES, LIGHTS, AND OTHER SIMILAR ITEMS AROUND EXPOSED EXCAVATIONS UNTIL SUCHEXCAVATIONS HAVE BEEN COMPLETELY FILLED.D.REFER TO SPECIAL ENVIRONMENTAL PROTECTION AND MEASURES FOR ADDITIONAL REQUIREMENTS. PREVENT THECREATION AND DISPERSION OF FUGITIVE DUST, FLYING PARTICLES AND AIRBORNE POLLUTION.E.IN ADDITION TO PREVIOUSLY LISTED FIRE AND SAFETY RULES TO BE OBSERVED IN PERFORMANCE OF WORK, INCLUDEFOLLOWING:1.WHEREVER A CUTTING TORCH OR OTHER EQUIPMENT THAT MIGHT CAUSE A FIRE IS USED, PROVIDE AND MAINTAINFIRE EXTINGUISHERS NEARBY READY FOR IMMEDIATE USE. INSTRUCT ALL POSSIBLE USERS IN USE OF FIREEXTINGUISHERS.PART 2 - PRODUCTS (NOT USED)PART 3 - EXECUTION3.01 DEMOLITION:A.COMPLETELY DEMOLISH AND REMOVE CURBS, TURF, AND ANY REQUIRED STRUCTURES AS REQUIRED AND SHOWN ONTHE DRAWINGS.B.DEBRIS, INCLUDING CONCRETE, STONE, METALS AND SIMILAR MATERIALS SHALL BECOME PROPERTY OF CONTRACTORAND SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR DAILY, OFF THE PARK PROPERTY. OR IN AN APPROVEDON-SITE RECEPTACLE SUCH AS A DUMPSTER AS MAY BE DESIGNATED BY THE CITY.3.02 CLEAN UP:A.ON COMPLETION OF WORK OF THIS SECTION AND AFTER REMOVAL OF ALL DEBRIS, LEAVE SITE IN CLEAN CONDITIONSATISFACTORY TO CITY REPRESENTATIVE. CLEAN UP SHALL INCLUDE OFF THE PARK PROPERTY DISPOSAL OF ALLITEMS AND MATERIALS NOT REQUIRED TO REMAIN PROPERTY OF THE CITY OF SOLANA BEACH AS WELL AS ALL DEBRISAND RUBBISH RESULTING FROM DEMOLITION OPERATIONS. SEE SPECIAL PROVISIONS FOR USE OF DUMPSTERS IN THECITY.END OF SECTION 024100 CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING CITY AND LANDSCAPEARCHITECT 48 HOURS PRIOR TO START OF DEMOLITION. CONTRACTOR SHALLOBTAIN TREE PRESERVATION RECOMMENDATIONS FROM THE CITY ARBORISTPRIOR TO STARTING DEMOLITION.IN THE EVENT THAT THE CONTRACTOR FAILS TO OBTAIN AND FOLLOW TREEPRESERVATION RECOMMENDATIONS OF THE CITY ARBORIST, THEN THECONTRACTOR ASSUMES FULL RESPONSIBILITY FOR DAMAGE TO EXISTINGTREES TO REMAIN AND SHALL REPLACE DAMAGED TREES WITH MATERIAL OFEQUAL OR BETTER THAN ORIGINAL CONDITION AS DIRECTED BY CITYREPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER.

EXISTING TURF, TO REMOVE

EXISTING TURF, TO REMAIN

EXISTING DECOMPOSED GRANITE, TO REMAIN
D-1
D-1EXISTING MANIFOLDS,TO REMAIN

EXISTING DRAINAGE GRATE,PROTECT IN PLACE

EXISTING CURB,TO REMAIN

EXISTING MANIFOLDS,TO REMAIN

EXISTING CURB,TO REMAIN

EXISTING CURB,TO REMAIN
DM-1

EXISTING WALKWAY

EXISTING BOLLARDS, TO REMAIN

EXISTING BOLLARD, TO REMAINEXISTING CONCRETE MOW CURB, TO REMAIN

EXISTING RESTROOMS
D-3

EXISTING BOLLARDS,TO REMAIN
D-2
100' SDCWA EASEMENT

EXISTING CONCRETE MOW CURB, TO REMOVE
D-3
D-2
D-4
D-4
D-5
D-5
DM-1
100' SDCWA EASEMENT
3 LARGE DOG PARK AREA

SMALL DOG PARK AREA

W W W W W W W W

LIMIT OF WORK

LIMIT OF WORK
DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

LICENSEDLANDSCAPEARCHITECT
STATEOFCALIFORNIA 12/08/2025RENEWAL DATE: 12-31-25SIGNATURE

SAN ELIJO ROAD

ELFIN FOREST RD

CHAIN-LINK FENCE

EXISTING TREES,TO REMAIN TYP
100' SDCWA EASEMENT
100' SDCWA EASEMENT

EXISTING SIDEWALK,TO REMAIN
05'10'20'30'40'
NORTH

PET FOUNTAIN

EXISTING MANIFOLDS,TO REMAINEXISTING BOLLARDS,TO REMAIN

PET WASTE STATION

SYMBOLHARDSCAPE LEGENDDESCRIPTION
PICNIC TABLE, Q-LBT-96PT, BY QCP, (3 TOTAL), MODIFIED WITHSKATE DETERRENT NOTCHES. SEE DETAIL C-012 DECOMPOSED GRANITE, DESERT GOLD OR PARADISEGOLD, BY SOUTHWEST BOULDER & STONE ORAPPROVED EQUAL, SEE DETAIL C-001, C-002CONCRETE MOW CURB – 6”W X 8”D, SDL-103 TYPE A,SEE DETAIL C-0024' CHAIN-LINK FENCE, BY MASTER HALCO, SEE DETAILC-005, C-006, & C-013 BOULDER SCHEDULE:

DESERT SANDBOULDERS;GOLDEN TAN WITHBROWN OVERTONES3' BOULDER4' BOULDERSOUTHWESTBOULDER & STONESYMBOLDESCRIPTIONQTY PRODUCT63 DETAIL C-004
BOTTLE FILLER LESS DRINKING FOUNTAIN, MGYM 74-A006, BY MURDOCKOR PER CITY'S DIRECTION, (2 TOTAL), SEE DETAIL C-011& C-014

EXISTING RESTROOMS
ECRU BENCH BOULDERS, BY SOUTHWEST BOULDER &STONE, (7 TOTAL), COLOR: CREAM AND BEIGE WITHHINTS OF GOLD, SEE DETAIL C-003PET WASTE STATION, #1003-L, BY DOGIPOT, (1 TOTAL),SEE DETAIL C-010

SUPPLIER

EXISTING MANIFOLDS,TO REMAIN
CONSTRUCTION NOTES:

1.THESE PLANS WERE PREPARED USING BASE INFORMATION PREPARED BYNOVA ENGINEERING. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYINGTHE ACCURACY OF THIS BASE COMPARED TO ACTUAL FIELD CONDITIONSPRIOR TO ORDERING MATERIALS AND/OR BEGINNING WORK ANDIMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT OF ANYDISCREPANCIES. IN THE EVENT THAT THE CONTRACTOR FAILS TO VERIFYTHE ACCURACY OF THE BASE INFORMATION AND/OR FAILS TOIMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIESPRIOR TO ORDERING MATERIALS AND/OR BEGINNING WORK, THEN THECONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY AND ALLADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE LANDSCAPEARCHITECT TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COSTTO THE OWNER.2.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACTLOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. THECONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALLDAMAGES WHICH OCCUR DUE TO THE CONTRACTOR'S FAILURE TO LOCATEAND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, AT NOADDITIONAL COST TO THE OWNER.3.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBLITY FOR REPLACINGANY EQUIPMENT AND/OR MATERIALS OUTSIDE OF THE LIMIT OF WORK,WHICH ARE DAMAGED DURING CONSTRUCTION WITH MATERIALSLIKE-KIND, AT NO ADDITIONAL COST TO THE OWNER.4.REFER TO THE CONSTRUCTION DETAILS AND SPECIFICATIONS FORINSTALLATION AND EXECUTION PROCEDURES AND FOR MAINTENANCEREQUIREMENTS.

H -1
GENERAL NOTES:
4' CHAIN LINK FENCE WITH 6" MOW CURB, PER DETAILS C-005, C-006.4' CHAIN-LINK FENCE ADJACENT TO CONCRETE WALKWAY:THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO BELOW-GRADE UTILITIES ANDIRRIGATION SYSTEMS. ALL SPRINKLER HEADS AND IRRIGATION PIPES MUST BEPROTECTED IN PLACE OR ADJUSTED PER THE OWNER'S DIRECTION TO PREVENT DAMAGECAUSED BY THE FENCE INSTALLATION. ANY DAMAGES RESULTING FROM THEINSTALLATION WILL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO REPAIR ANDREPLACE WITH LIKE-KIND MATERIALS, AT NO COST TO THE OWNER.4' CHAIN-LINK FENCE ADJACENT TO EXISTING MOW CURB:THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING TREES IN PLACE.ANY DAMAGE TO EXISTING TREES OR SHRUBS RESULTING FROM THE FENCEINSTALLATION WILL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO REPLACE WITHLIKE-KIND MATERIALS, AT NO COST TO THE OWNER.EXISTING MANIFOLDS TO REMAIN:THE CONTRACTOR MUST VERIFY AND ENSURE ADEQUATE SPACING FOR THE CHAIN-LINKFENCE INSTALLATION. THE CONTRACTOR SHALL ADJUST THE FENCE INSTALLATION ASNECESSARY TO PROTECT EXISTING MANIFOLDS AND ENSURE THE EXISTING IRRIGATIONSYSTEMS CONTINUE TO FUNCTION PROPERLY THROUGHOUT THE DURATION OF THEPROJECT.DOG PARK SIGNS:THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE DOG PARK SIGN LOCATIONWITH THE CITY AND INSTALLING THE SIGNS ACCORDING TO THE CITY’S OR ITSREPRESENTATIVE’S DIRECTION. THE PROPOSED DOG PARK SIGN STYLE AND LOCATIONMUST MATCH THE EXISTING DOG PARK. FINAL APPROVAL WILL BE BASED ON THE CITY’SDIRECTION.

H -2
H -2
H -3
15'-6"
10'-6"
H -4
24'-6"

SYMBOLPOTABLE WATER LEGENDDESCRIPTION
WPET DRINK FOUNTAIN WATER LINE,1-1/2"PVC PIPE SCHEDULE 40EXISTING DRINKING FOUNTAIN SUPPLY LINE DRINKING WATER LINE NOTES:EXISTING RESTROOM DRINKING FOUNTAIN WATER SUPPLY LINE ANDCONNECTION TO PROPOSED DRINKING WATER LINE:THE CONTRACTOR SHALL LOCATE THE EXISTING DRINKING WATER SUPPLYLINE AT THE APPROXIMATE LOCATION. ONCE IDENTIFIED, THE CONTRACTORSHALL CONNECT THE PROPOSED DRINKING WATER LINE TO THE EXISTINGLINE USING APPROPRIATE FITTINGS, FOLLOWED BY INSTALLATION OF ANISOLATION BALL VALVE AS SHOWN ON THE PLANS.ANY DAMAGE CAUSED DURING THE INSTALLATION SHALL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR AND MUST BE REPAIRED AT NOCOST TO THE OWNER.DRINKING FOUNTAIN (WITH ATTACHED PET FOUNTAIN) WATER LINE:THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THE PIPE AT AMINIMUM DEPTH OF 18" BELOW GRADE. WHEN CROSSING ANY HARDSCAPE,DECOMPOSED GRANITE, OR CONCRETE HEADER, THE CONTRACTOR SHALLCOORDINATE EXACT SLEEVE OR CONDUIT LOCATIONS TO ENSUREPROTECTION OF THE WATER LINE. THE CONTRACTOR SHALL ALSO BERESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED DURING INSTALLATIONUSING LIKE-KIND MATERIALS.DRINKING FOUNTAINS W/ ATTACHED PET FOUNTAINS:THE CONTRACTOR IS RESPONSIBLE FOR CONNECTING THE DRINKINGWATER LINE TO THE PROPOSED PET FOUNTAINS. A THIRD-PARTY TESTREPORT IS REQUIRED TO CONFIRM THE DRINKING WATER QUALITY.ISOLATION BALL VALVE:THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE W-1
W-2
W-3
H -5
H -5
H -5

EXISTING DRINKING FOUNTAIN SUPPLY LINEPER AS-BUILT, CONTRACTOR TO VERIFY H -4
H -1
W-3W-2
W-2
W-1
H -4
H -3
DOG PARK SIGN, BY MYERS AND SONS HI-WAY SAFETY,SEE DETAILS C-007, C-008.

EXISTING CURB,TO REMAIN
DOG PARK RULE SIGN, BY MYERS AND SONS HI-WAYSAFETY, SEE DETAILS C-009. 5'-0"
16'-0"
HS-14
ISOLATION BALL VALVE - NIBCO T-585-70 TWO-PIECE BRONZEFULL PORT BALL VALVE. SEE DETAIL I-9 HS-1
10'-0"
10'-0" MAINTENANCE GATE

MAINTENANCE GATE
ADA PICNIC TABLE, Q - LBT102PTADA, BY QCP, (1 TOTAL),MODIFIED WITH SKATE DETERRENT NOTCHES. SEE DETAILC-015 W-4
HD-1
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SEE SPECIFICATIONS
8"4"
4STRETCHER BAR3POST TOP2TIES @ 14" O.C.1TOP RAIL
6TRUSS ROD
7CHAIN LINK FABRIC, 2" MESH GALVANZED 9 GAGE CORE8BOTTOM RAIL 5TERMINAL POST4'-0"
10'-0" MAX.
6" TYP.3'-0".
12354
876
910
9CONCRETE FOOTING
10'-0" MAX.10'-0" MAX.
10COMPACTED SUBGRADEPER GEOTECHNICAL REPORT
4' CHAIN LINK FENCENOT TO SCALE
12" DIA.MIN. 11
11CONCRETE CURB/FINISH SURFACEPER PLAN
TERMINAL & CORNER POST: 2.875" O.D.LINE POST: 2.375" O.D.TOP RAIL: 1.66" O.D.BOTTOM RAIL: 1.66" O.D. 4' CHAIN LINK FENCE GATENOT TO SCALE
4TENSION BAR3INDUSTRIAL 180 DEGREE HINGE2END OR CORNER POST, STEEL PIPE 5TRUSS ROD WITH TIGHTNER @ ALL CORNERS, ANCHOR ENDS & GATE POSTS 1TOP RAIL, STEEL POST
11TENSION WIRE, 6 GA. GALV. COIL SPRING STEEL WIRE
9CHAIN LINK FABRIC, 9GA. GALV., 2" MESH10TIE WIRE, 9 GA. @ 14"6STRETCHER AT ENDS 7HORIZONTAL BRACE, STEEL PIPE @ CORNERS, ANCHORS & ENDS 12FOOTING DIA.12" MIN
8PROVIDE 'BUTTERFLY' LATCHTYPE. STEEL WIRE
13FOOTING DEPTH 3' MIN
4 3 11
51 678109
131212" DIA.MIN.6"
3'-0"4'-0"2
1BOULDER (REFER TO PLAN FOR SIZE, TYPE AND LOCATION)PLACE THE BEST, UNSCARRED FACE OF BOULDER OUT OF SOIL. 4PLANT MATERIAL PER PLANS3COMPACTED SUBGRADE2FINISH SURFACE 1 1/3 BELOW GRADE
2 3
4 BOULDERNOT TO SCALESTD. C-001 STD. C-002 STD. C-003 STD. C-004 1BENCH BOULDER (REFER TO PLAN FOR PLACEMENT)IMBEDMENT PER MANUFACTURER RECOMMENDATION 3COMPACTED SUBGRADE2FINISH SURFACE

ECRU BENCH BOULDERNOT TO SCALE
12 3
5 STD. C-005 STD. C-006
HD-2
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FOR APPROVAL
462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595
LICENSEDLANDSCAPEARCHITECTSTATEOFCALIFORNIA12/08/2025RENEWAL DATE: 12-31-25SIGNATURE SECTION 129300SITE FURNISHINGSPART 1 - GENERAL1.01SUMMARY:THIS WORK INCLUDES ALL SERVICES; LABOR, MATERIALS, TRANSPORTATION ANDEQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND ASSPECIFIED. THE CONDITIONS OF THE CONTRACT DIVISION 1 APPLY TO THIS SECTION ASFULLY AS IF REPEATED HEREIN.PROVIDE SITE FURNISHINGS WHERE SHOWN ON THE DRAWINGS, AND ALL REQUIREDACCESSORIES, MOUNTING HARDWARE AND FOOTINGS, AS SPECIFIED HEREIN AND ASNEEDED FOR A COMPLETE AND PROPER INSTALLATION.1.02SUBMITTALS:A.PRODUCT DATA: THE CONTRACTOR SHALL SUBMIT WITHIN TEN (10) CALENDAR DAYSAFTER RECEIPT OF NOTICE TO PROCEED, THREE (3) COMPLETE SETS OF THE MATERIALAND EQUIPMENT SUBMITTALS, INCLUDING.1.MANUFACTURER AND MANUFACTURER'S REPRESENTATIVE'S NAME(S) ANDADDRESS(S)2.SHOP DRAWINGS AND/OR DETAILED TECHNICAL DATA SHEETS (CUT SHEETS) ASAPPLICABLE, INCLUDING PLAN, ELEVATION AND SECTION VIEWS, COMPONENT LISTSWITH MODEL NUMBERS AND CATALOG DESCRIPTIONS3.COLOR CHARTS AND ACTUAL MATERIAL COLOR SAMPLES FOR SELECTION OFCOLORS BY THE LANDSCAPE ARCHITECT4.WRITTEN MATERIAL SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR ALLCOMPONENTS5.COPY OF MANUFACTURER WARRANTY IN CERTIFICATE FORMAT1.03QUALITY ASSURANCE:A.USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED ANDEXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITHTHE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPERPERFORMANCE OF THE WORK OF THIS SECTION.1.04COMPLIANCE WITH DESIGN DRAWINGS:A.PRODUCTS: THE LAYOUTS SHOWN ON THE DRAWINGS ARE BASED UPON SPECIFICEQUIPMENT AND MEASUREMENTS FROM THE MANUFACTURERS SPECIFIED ON THEDRAWINGS AND HEREIN. OTHER PRODUCTS WILL BE REVIEWED AND CONSIDERED AS APOTENTIAL "EQUAL", ONLY IF ALL OF THE EQUIPMENT, COMPONENTS, CONFIGURATIONS,FEATURES, COLORS, PARAMETERS, SPECIFICATIONS AND DESIGN INTENT OF THESPECIFIED EQUIPMENT IS MATCHED IN EVERY ASPECT, AS DETERMINED BY THE CITY'SREPRESENTATIVE.PART 2 - PRODUCTS2.01PRODUCTSA.PICNIC TABLEMODEL:Q-LBT-96PT MANUFACTURER: BY QCP OR APPROVED EQUAL B. ADA PICNIC TABLEQ-LBT-102PTADAMANUFACTURER: QCP OR APPROVED EQUALC.BOTTLE FILLER LESS DRINKING FOUNTAINMODEL: MGYM 74-A006MANUFACTURER: MURDOCK OR APPROVED EQUALD.PET WASTE STATIONMODEL:1003-LMANUFACTURER: DOGIPOT OR APPROVED EQUAL E.ECRU BENCH BOULDERSCOLOR:CREAM AND BEIGE WITH HINTS OF GOLDMANUFACTURER: SOUTHWEST BOULDER & STONE OR APPROVED EQUALF.DESERT SAND BOULDERSCOLOR:GOLDEN TAN WITH BROWN OVERTONES MANUFACTURER: SOUTHWEST BOULDER & STONE OR APPROVED EQUALG.4' CHAIN-LINK FENCE GALVANZED CHAIN LINK FABRIC ON GALVANIZED FRAMEWORK MANUFACTURER: MASTER HALCO OR OR APPROVED EQUALH.DECOMPOSED GRANITECOLOR:DESERT GOLD OR PARADISE GOLD MANUFACTURER: SOUTHWEAT BOULDER & STONE OR APPROVED EQUALI.DOG PARK SIGNMANUFACTURER: MYERS AND SONS HI-WAY SAFETYINSTALLATION PER CITY'S DIRECTIONPART 3 - EXECUTION3.01SURFACE CONDITIONS:EXAMINE THE AREAS UNDER WHICH THE WORK OF THIS SECTION WILL BE PERFORMED.CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THEWORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.3.02INSTALLATION:L.INSTALL THE REQUIRED FURNISHINGS IN LOCATIONS, PER MANUFACTURER'SSPECIFICATIONS, AS SHOWN ON THE DRAWINGS.M.CLEAN FURNISHINGS WITH CLEANING MATERIALS RECOMMENDED BY THEMANUFACTURER. END OF SECTION 129300 SECTION 02820CHAIN LINK FENCINGPART 1 - GENERAL1.01SECTION INCLUDESA. GALVANIZED (ZINC) COATED CHAIN LINK FABRIC WITH GALVANIZED STEEL FRAMEWORKAND ACCESSORIES FOR COMMERCIAL OR INDUSTRIAL APPLICATIONS.1.02RELATED SECTIONSA.SECTION 320523 PORTLAND CEMENT CONCRETE PAVING1.03SUBMITTALSA. CHANGES IN SPECIFICATIONS MAY NOT BE MADE AFTER THE BID DATE.B. SHOP DRAWINGS: LAYOUT OF FENCES AND GATES WITH DIMENSIONS, DETAILS, ANDFINISHES OF COMPONENTS, ACCESSORIES, AND POST FOUNDATIONS.C. PRODUCT DATA: MANUFACTURER’S CATALOG CUTS INDICATING MATERIAL COMPLIANCEAND SPECIFIED OPTIONS.D. SAMPLES: IF REQUESTED, SAMPLES OF MATERIALS (E.G., FABRIC, WIRES, ANDACCESSORIES).1.04 QUALITY ASSURANCEA.MANUFACTURER: COMPANY HAVING MANUFACTURING FACILITIES IN THE UNITEDSTATES WITH A MINIMUM 5 YEARS EXPERIENCE SPECIALIZING IN MANUFACTURING OFCHAIN LINK FENCE PRODUCTS.B.FENCE CONTRACTOR: CONTRACTOR HAVING 5 YEARS EXPERIENCE INSTALLING SIMILARPROJECTS IN ACCORDANCE WITH ASTM F567.C.TOLERANCES: ASTM CURRENT SPECIFICATION AND TOLERANCES APPLY ANDSUPERSEDE ANY CONFLICTING TOLERANCE.D.SUBSTITUTIONS: ALTERNATE CHAIN LINK PRODUCTS MAY BE ACCEPTABLE BY THEARCHITECT AS EQUAL IF APPROVED IN WRITING TEN DAYS PRIOR TO BIDDINGPROVIDED THAT THE ITEMS SUBMITTED MEET THE SPECIFICATIONS CONTAINED IN THISDOCUMENT.E.SINGLE SOURCE: TO ENSURE SYSTEM INTEGRITY OBTAIN THE CHAIN LINK SYSTEM,FRAMEWORK, FABRIC, FITTINGS, GATES AND ACCESSORIES FROM A SINGLE SOURCE.

PART 3 - EXECUTION3.01EXAMINATIONA.VERIFY AREAS TO RECEIVE FENCING ARE COMPLETED TO FINAL GRADES ANDELEVATIONS.B.ENSURE PROPERTY LINES AND LEGAL BOUNDARIES OF WORK ARE CLEARLYESTABLISHED.3.02CHAIN LINK FENCE FRAMING INSTALLATIONA.INSTALL CHAIN LINK FENCE IN ACCORDANCE WITH ASTM F 567 AND MANUFACTURER'SINSTRUCTIONS.B.LOCATE TERMINAL POST AT EACH FENCE TERMINATION AND CHANGE IN HORIZONTAL ORVERTICAL DIRECTION OF 30° OR MORE.C.SPACE LINE POSTS UNIFORMLY AT 10' (3048 MM) MAXIMUM ON CENTER, EXCEPT WHEREINDICATED OR REQUIRED OTHERWISE.D.CONCRETE SET POSTS: UNLESS SHOWN OTHERWISE, DRILL HOLES IN FIRM,UNDISTURBED OR COMPACTED SOIL. HOLES SHALL HAVE DIAMETER 4 TIMES GREATERTHAN OUTSIDE DIMENSION OF POST, AND DEPTHS APPROXIMATELY 6”(152 MM) DEEPERTHAN POST BOTTOM. EXCAVATE DEEPER AS REQUIRED FOR ADEQUATE SUPPORT INSOFT AND LOOSE SOILS, AND FOR POSTS WITH HEAVY LATERAL LOADS. SET POSTBOTTOM 36” (914 MM) BELOW SURFACE WHEN IN FIRM, UNDISTURBED SOIL. PLACECONCRETE AROUND POSTS IN A CONTINUOUS POUR. TROWEL FINISH AROUND POST.SLOPE TO DIRECT WATER AWAY FROM POSTS.E.CHECK EACH POST FOR VERTICAL AND TOP ALIGNMENT, AND MAINTAIN IN POSITIONDURING PLACEMENT AND FINISHING OPERATIONS.F.BRACING: INSTALL HORIZONTAL PIPE BRACE AT MID-HEIGHT FOR FENCES 6' (1829 MM)AND OVER, ON EACH SIDE OF TERMINAL POSTS. FIRMLY ATTACH WITH FITTINGS. INSTALLDIAGONAL TRUSS RODS AT THESE POINTS. ADJUST TRUSS ROD, ENSURING POSTSREMAIN PLUMB.G.TOP RAIL: INSTALL LENGTHS, 21' (6400 MM) OR AS SHOWN. CONNECT JOINTS WITHSLEEVES FOR RIGID CONNECTIONS FOR EXPANSION/CONTRACTION.H.CENTER RAILS: INSTALL MID RAILS BETWEEN POSTS WITH FITTINGS AND ACCESSORIES.I.BOTTOM RAILS: INSTALL BOTTOM RAILS BETWEEN POSTS WITH FITTINGS ANDACCESSORIES.3.03CHAIN LINK FABRIC INSTALLATIONA.FABRIC:INSTALL FABRIC ON SECURITY SIDE AND ATTACH SO THAT FABRIC REMAINS INTENSION AFTER PULLING FORCE IS RELEASED. LEAVE APPROXIMATELY 2” (50 MM)BETWEEN FINISH GRADE AND BOTTOM SELVAGE. ATTACH FABRIC WITH WIRE TIES TOLINE POSTS AT 15” (381 MM) ON CENTER AND TO RAILS, BRACES, AND TENSION WIRE AT24” (600 MM) ON CENTER.B.TENSION (STRETCHER) BARS: PULL FABRIC TAUT; THREAD TENSION BAR THROUGHFABRIC AND ATTACH TO TERMINAL POSTS WITH BANDS OR CLIPS SPACED MAXIMUM OF15” (381 MM) ON CENTER.3.04ACCESSORIESA.TIE WIRES:BEND ENDS OF WIRE TO MINIMIZE HAZARD TO PERSONS AND CLOTHING.B.FASTENERS: INSTALL NUTS ON SIDE OF FENCE OPPOSITE FABRIC SIDE FOR ADDEDSECURITY.3.05CLEANINGA.CLEAN UP DEBRIS AND UNUSED MATERIAL, AND REMOVE FROM THE SITE.END OF SECTION 02820 8 PART 2 - PRODUCTS2.01MANUFACTURERA.PRODUCTS FROM QUALIFIED MANUFACTURERS HAVING A MINIMUM OF FIVE YEARSEXPERIENCE MANUFACTURING GALVANIZED COATED CHAIN LINK FENCING WILL BEACCEPTABLE IF THEY MEET THE FOLLOWING SPECIFICATIONS FOR DESIGN, SIZEGAUGE OF METAL PARTS AND FABRICATION.B.OBTAIN CHAIN LINK FENCES AND GATES, INCLUDING ACCESSORIES, FITTINGS, ANDFASTENINGS, FROM A SINGLE SOURCE.2.02CHAIN LINK FENCE FABRICA.GALVANIZED WIRE : GALVANIZED (ZINC) COATED WIRE, ASTM A 392-1.2OZ/SF. WIRESPEC-A817-83, CLASS1.B.SIZE: HELICALLY WOUND AND WOVEN TO HEIGHT AS INDICATED ON DRAWINGS WITH:1.ALL CHAIN LINK FENCES: FENCE FABRIC SHALL BE GALVANIZED (ZINC) COATED, 2” (50MM) DIAMOND MESH, 9 GAUGE WITH A WIRE DIAMETER OF 0.148” (3.76 MM) AND ABREAKLOAD STRENGTH OF 1290 LBF (5740 N).C.SELVAGE OF FABRIC: KNUCKLED AT TOP AND KNUCKLED AT BOTTOM.2.03STEEL POSTS, RAILS AND BRACINGA.STEEL PIPE - TYPE I: ASTM F 1083, STANDARD WEIGHT SCHEDULE 40; MINIMUM YIELDSTRENGTH OF 25,000 PSI (170 MPA); SIZES AS INDICATED ON DRAWINGS AND ASSPECIFIED HEREIN. HOT-DIPPED GALVANIZED WITH MINIMUM AVERAGE 1.8 OZ/FT² (550G/M²) OF COATED SURFACE AREA.B.FRAMEWORK SIZES UNLESS OTHERWISE NOTED ON PLANS:1.HEIGHTS 6' AND BELOW:a.2-½” DIAMETER TERMINAL/END POSTSb.2” DIAMETER LINE POSTSc.1-5/8” DIAMETER RAILS2.04 ACCESSORIESA.CHAIN LINK FENCE ACCESSORIES: [ASTM F 626] PROVIDE ITEMS REQUIRED TOCOMPLETE FENCE SYSTEM. GALVANIZE EACH FERROUS METAL ITEM AND FINISH TOMATCH FRAMING.B.POST CAPS: FORMED STEEL, CAST MALLEABLE IRON, OR ALUMINUM ALLOYWEATHERTIGHT CLOSURE CAP FOR TUBULAR POSTS. PROVIDE ONE CAP FOR EACHPOST. (WHERE TOP RAIL IS USED, PROVIDE TOPS TO PERMIT PASSAGE OF TOP RAIL.)C.TOP RAIL AND BRACE RAIL ENDS: PRESSED STEEL PER ASTM F626, FOR CONNECTIONOF RAIL AND BRACE TO TERMINAL POSTS.D.TOP RAIL SLEEVES: EXPANSION SLEEVE WITH SPRING, SIZED ACCORDING TO TOP RAILSIZE, ALLOWING FOR EXPANSION AND CONTRACTION OF TOP RAIL.E.WIRE TIES: 9 GAUGE [0.148” (3.76 MM)] GALVANIZED STEEL WIRE FOR ATTACHMENT OFFABRIC TO LINE POSTS. DOUBLE WRAP 13 GAUGE [0.092” (2.324 MM)] FOR RAILS ANDBRACES. HOG RING TIES OF 12-1/2 GAUGE [0.0985” (2.502 MM)] FOR ATTACHMENT OFFABRIC TO TENSION WIRE.F.BRACE AND TENSION (STRETCHER BAR) BANDS: PRESSED STEEL. AT SQUARE POSTSPROVIDE TENSION BAR CLIPS.G.TENSION (STRETCHER) BARS: ONE PIECE LENGTHS EQUAL TO 2 INCHES (50 MM) LESSTHAN FULL HEIGHT OF FABRIC WITH A MINIMUM CROSS-SECTION OF 3/16” X 3/4” (4.76MM X 19 MM) OR EQUIVALENT FIBER GLASS ROD. PROVIDE TENSION (STRETCHER)BARS WHERE CHAIN LINK FABRIC MEETS TERMINAL POSTS.H.TENSION WIRE: GALVANIZED COATED STEEL WIRE, 7 GAUGE, 0.177"(4.5 MM) DIAMETERWIRE WITH TENSILE STRENGTH OF 75,000 PSI (517 MPA).I.TRUSS RODS & TIGHTENER: STEEL RODS WITH MINIMUM DIAMETER OF 5/16” (7.9 MM).CAPABLE OF WITHSTANDING A TENSION OF MINIMUM 2,000 LBS.J.NUTS AND BOLTS ARE GALVANIZED .2.05GALVANIZED (ZINC) COATED POSTS, RAILS & ACCESSORIESA.FOR ALL CHAIN LINK FENCE POSTS, RAILS AND ACCESSORIES PROVIDE ZINCCOATINGS PER MANUFACTURER STANDARD SPECIFICATIONS.2.06 SETTING MATERIALSA.CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI (20 MPA).

HSP-2
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F.CONCRETE TESTING SERVICE: ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY TOPERFORM MATERIAL EVALUATION TESTS AND TO DESIGN CONCRETE MIXES.1.06MOCK-UPSA.PRIOR TO CONSTRUCTION, PROVIDE (1) 4' X 4' X 4" THICK SAMPLE OF EACH PAVING TYPE,COLOR, FINISH AND SEALERS AS SPECIFIED ON DRAWINGS.B.ENSURE THAT EACH MOCK-UP CONTAINS JOINT TYPES SPECIFIED ON PROJECT, E.G.CONSTRUCTION, SAWCUT WEAKENED PLANE, SAWCUT JOINT, ETC.C.LOCATE MOCK-UPS IN A CONVENIENTLY ACCESSIBLE AND PROTECTED PLACE. APPROVEDMOCK-UPS WILL BE STANDARD FOR FUTURE INSTALLATION REVIEW.D. MOCK-UPS SHALL BE APPROVED BY LANDSCAPE ARCHITECT. ADDITIONAL SAMPLES SHALLBE PREPARED TO ENSURE DESIGN COMPLIANCE PER LANDSCAPE ARCHITECT'S REQUEST.E.REMOVE MOCK-UPS FROM SITE UPON COMPLETION OF WORK.

1.07PROJECT CONDITIONSA.TRAFFIC CONTROL: MAINTAIN ACCESS FOR VEHICULAR AND PEDESTRIAN TRAFFIC ASREQUIRED FOR OTHER CONSTRUCTION ACTIVITIES.PART 2 - PRODUCTS2.01FORMSA.FORM MATERIALS: PLYWOOD, MDO PLYWOOD, METAL, METAL-FRAMED PLYWOOD, OROTHER APPROVED PANEL-TYPE MATERIALS TO PROVIDE FULL-DEPTH, CONTINUOUS,STRAIGHT, SMOOTH EXPOSED SURFACES.1.USE FLEXIBLE OR CURVED FORMS FOR CURVES OF A RADIUS 100 FEET (30.5M) ORLESS.B.FORM-RELEASE AGENT: COMMERCIALLY FORMULATED FORM RELEASE AGENT THAT WILLNOT BOND WITH, STAIN, OR ADVERSELY AFFECT CONCRETE SURFACES AND WILL NOTIMPAIR SUBSEQUENT TREATMENTS OF CONCRETE SURFACES.2.02STEEL REINFORCEMENTA.REINFORCEMENT BARS: ASTM A 615/A 615M, GRADE 60 (GRADE 420), DEFORMED.B.JOINT DOWEL BARS: PLAIN STEEL BARS, ASTM A 615/A 615M, GRADE 60 (GRADE 420). CUTBARS TRUE TO LENGTH WITH ENDS SQUARE AND FREE OF BURRS.C.BAR SUPPORTS: BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES FOR SPACING,SUPPORTING AND FASTENING REINFORCEMENT BARS, WELDED WIRE FABRIC, AND DOWELSIN PLACE. MANUFACTURE BAR SUPPORTS ACCORDING TO CRSI'S :MANUAL OF STANDARDPRACTICE: FROM STEEL WIRE, PLASTIC, OR PRECAST CONCRETE OR FIBER-REINFORCEDCONCRETE OF GREATER COMPRESSIVE STRENGTH THAN CONCRETE, AND AS FOLLOWS:1.EQUIP WIRE BAR SUPPORTS WITH SAND PLATES OR HORIZONTAL RUNNERS WHEREBASE MATERIAL WILL NOT SUPPORT CHAIR LEGS.2.03CONCRETE MATERIALSA.GENERAL: USE THE SAME BRAND AND TYPE OF CEMENTITIOUS MATERIAL FROM THE SAMEMANUFACTURER THROUGHOUT THE PROJECT.B.PORTLAND CEMENT: ASTM C 150, TYPE I.C.FLY ASH: ASTM C 618, CLASS F.D.NORMAL WEIGHT AGGREGATE: ASTM C 33, CLASS 4, UNIFORMLY GRADED, FROM A SINGLESOURCE, WITH COARSE AGGREGATE AS FOLLOWS:1.MAXIMUM AGGREGATE SIZE: 1-1/2 INCHES (38 MM) NOMINAL.2.DO NOT USE FINE OR COARSE AGGREGATES CONTAINING SUBSTANCES THAT CAUSESPALLING.E.WATER: ASTM C 94.

SECTION 320523PORTLAND CEMENT CONCRETE PAVINGPART 1 - GENERAL1.01RELATED DOCUMENTSA.DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL ANDSUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THISSECTION.B.SECTION 032000 CONCRETE REINFORCEMENT1.02SUMMARYA.THIS SECTION INCLUDES EXTERIOR CEMENT CONCRETE PAVEMENT FOR THE FOLLOWING:1.CONCRETE PAVING.1.03DEFINITIONSA.CEMENTITIOUS MATERIALS: PORTLAND CEMENT ALONE OR IN COMBINATION WITH ONE ORMORE OF BLENDED HYDRAULIC CEMENT, EXPANSIVE HYDRAULIC CEMENT, FLY ASH ANDOTHER POZZOLANS, GROUND GRANULATED BLAST-FURNACE SLAG, AND SILICA FUME.1.04SUBMITTALSA.GENERAL: SUBMIT THE FOLLOWING ACCORDING TO THE CONDITIONS OF THE CONTRACTAND DIVISION 1 SPECIFICATION SECTIONS.B.PRODUCT DATA: FOR EACH TYPE OF MANUFACTURED MATERIAL AND PRODUCT INDICATED.C.DESIGN MIXES: FOR EACH CONCRETE PAVEMENT MIX. INCLUDE ALTERNATE MIX DESIGNSWHEN CHARACTERISTICS OF MATERIALS, PROJECT CONDITIONS, WEATHER, TEST RESULTS,OR OTHER CIRCUMSTANCES WARRANT ADJUSTMENTS.D.MATERIAL TEST REPORTS: FROM A QUALIFIED TESTING AGENCY INDICATING ANDINTERPRETING TEST RESULTS FOR COMPLIANCE WITH REQUIREMENTS INDICATED IN THISSPECIFICATION BASED ON COMPREHENSIVE TESTING OF CURRENT MATERIALS.E.MATERIAL CERTIFICATES IN LIEU OF MATERIAL LABORATORY TEST REPORTS WHENPERMITTED BY LANDSCAPE ARCHITECT. MATERIAL CERTIFICATES SHALL BE SIGNED BYMANUFACTURER AND CONTRACTOR CERTIFYING THAT EACH MATERIAL ITEM COMPLIESWITH OR EXCEEDS REQUIREMENTS. PROVIDE CERTIFICATION FROM ADMIXTUREMANUFACTURERS THAT CHLORIDE CONTENT COMPLIES WITH REQUIREMENTS.F.PENETRATING CONCRETE SEALERS FOR CAST-IN-PLACE CONCRETE PAVING.1.05 QUALITY ASSURANCEA.INSTALLER QUALIFICATION: AN EXPERIENCED INSTALLER WHO HAS COMPLETED PAVEMENTWORK SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THIS PROJECTAND WHOSE WORK HAS RESULTED IN CONSTRUCTION WITH A RECORD OF SUCCESSFULIN-SERVICE PERFORMANCE.B.MANUFACTURER QUALIFICATIONS: MANUFACTURER OF READY-MIXED CONCRETEPRODUCTS COMPLYING WITH ASTM C 94 REQUIREMENTS FOR PRODUCTION FACILITIES ANDEQUIPMENT.C.TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT TESTING AGENCY, ACCEPTABLE TOAUTHORITIES HAVING JURISDICTION, QUALIFIED ACCORDING TO ASTM C 1077 AND ASTM E329 TO CONDUCT THE TESTING INDICATED, AS DOCUMENTED ACCORDING TO ASTM E 548.D.SOURCE LIMITATIONS: OBTAIN EACH TYPE OR CLASS OF CEMENTITIOUS MATERIAL OF THESAME BRAND FROM THE SAME MANUFACTURER'S PLANT AND EACH AGGREGATE FROM ONESOURCE.E.ACI PUBLICATIONS: COMPLY WITH ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE, "UNLESS MODIFIED BY THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 9 3.03 INSTALLATION OF REBAR:A.LOCATE AND SUPPORT REINFORCEMENT BYMETAL CHAIRS, RUNNERS, BOLSTERS, SPACERS ANDHANGERS AS REQUIRED.B.ARRANGE, SPACE AND SECURELY TIE BARS ANDBAR SUPPORTS TOGETHER WITH THE SPECIFIED TIEWIRE IN THE ARRANGEMENTS AND LOCATIONS ASSHOWN ON THE DRAWINGS.C.SET WIRE TIES SO TWISTED ENDS ARE DIRECTEDAWAY FROM EXPOSED CONCRETE SURFACES.

C.WATER-REDUCING ADMIXTURE: ASTM C 494, TYPE A.D.WATER-REDUCING AND RETARDING ADMIXTURE: ASTM C 494, TYPE D.E.WATER-REDUCING AND ACCELERATING ADMIXTURE: ASTM C 494, TYPE E.F.HIGH-RANGE, WATER-REDUCING ADMIXTURE: ASTM C 494, TYPE F.2.05CURING MATERIALSA.ABSORPTIVE COVER: AASHTO M 182, CLASS 2, BURLAP CLOTH MADE FROM JUTE ORKENAF, WEIGHING APPROXIMATELY 9 OZ./SQ. YD. (305 G/SQ.M) DRY.B.MOISTURE-RETAINING COVER: ASTM C 171, POLYETHYLENE FILM OR WHITEBURLAP-POLYETHYLENE SHEET.C.WATER: POTABLE.D.CLEAR SOLVENT-BORNE OR WATER-BORNE LIQUID-MEMBRANE-FORMING CURINGCOMPOUND: ASTM C 309, TYPE 1, CLASS B.E.EVAPORATION CONTROL: MONOMOLECULAR FILM-FORMING COMPOUND APPLIED TOEXPOSED CONCRETE SLAB SURFACES FOR TEMPORARY PROTECTION FROM RAPIDMOISTURE LOSS.2.06RELATED MATERIALSD.EXPANSION AND ISOLATION JOINT FILLER STRIPS: ASTM D 1751, ASPHALT-SATURATEDCELLULOSIC FIBER, OR ASTM D 1752, CORK OR SELF-EXPANDING CORK.E.BONDING AGENT: ASTM C 1059, TYPE II, NON-REDISPERSIBLE, ACRYLIC EMULSION ORSTYRENE BUTADIENE.F.EPOXY BONDING ADHESIVE: ASTM C 881, TWO-COMPONENT EPOXY RESIN, CAPABLE OFHUMID CURING AND BONDING TO DAMP SURFACES, OF CLASS AND GRADE TO SUITREQUIREMENTS.2.07CONCRETE MIXESA.PREPARE DESIGN MIXES, PROPORTIONED ACCORDING TO ACI 211.1 AND ACI 301, FOREACH TYPE AND STRENGTH OF NORMAL-WEIGHT CONCRETE DETERMINED BY EITHERLABORATORY TRIAL MIXES OR FIELD EXPERIENCE.B.USE A QUALIFIED INDEPENDENT TESTING AGENCY FOR PREPARING AND REPORTINGPROPOSED MIX DESIGNS FOR THE TRIAL BATCH METHOD.1.DO NOT USE OWNER'S FIELD QUALITY-CONTROL TESTING AGENCY AS THE INDEPENDENT TESTING AGENCY.2.SLUMP LIMIT: 3 INCHES (75 MM)D.CEMENTITIOUS MATERIALS: LIMIT PERCENTAGE, BY WEIGHT, OF CEMENTITIOUSMATERIALS OTHER THAN PORTLAND CEMENT IN CONCRETE AS FOLLOWS:1.FLY ASH: 25 PERCENT MAXIMUME.ADD AIR-ENTRAINING ADMIXTURE OF MANUFACTURER'S PRESCRIBED RATE TO RESULT INCONCRETE AT A POINT OF PLACEMENT HAVING AN AIR CONTENT OF 2.5 TO 4.5 PERCENT.2.08CONCRETE MIXINGA.READY-MIXED CONCRETE: COMPLY WITH REQUIREMENTS AND WITH ASTM C 94.1.WHEN AIR TEMPERATURE IS BETWEEN 85 DEG. F. (30 DEG C) AND 90 DEG F (32 DEG C),REDUCE MIXING AND DELIVERY TIME FROM 1-1/2 HOURS TO 75 MINUTES; WHEN AIRTEMPERATURE IS ABOVE 90 DEG F (32 DEG C), REDUCE MIXING AND DELIVERY TIMETO 60 MINUTES.

D.PROVIDE SUFFICIENT NUMBERS OF SUPPORTS, AND OF STRENGTH TO CARRY THEREINFORCEMENT DURING POUR AND SET OPERATIONS.3.04 SPLICES:LAP SPLICES AS INDICATED ON THE DRAWINGS AND TIE SECURELY WITH THE SPECIFIED WIRE TOPREVENT DISPLACEMENT OF SPLICES DURING POUR AND SET OPERATIONS.END OF SECTION 032000

2.04ADMIXTURESA.GENERAL: ADMIXTURES CERTIFIED BYMANUFACTURER TO CONTAIN NOT MORETHAN 0.1 PERCENT WATER-SOLUBLECHLORIDE IONS BY MASS OF CEMENT ANDTO BE COMPATIBLE WITH OTHERADMIXTURES.B.AIR-ENTRAINING ADMIXTURE: ASTM C 260

2.09CONCRETE PAVING SEALERSA.SEALERS FORMULATEDSPECIFICALLY FOR THESPECIFIED TYPE OF CONCRETEAND FINISH.1.APPROVED PENETRATINGCONCRETE SEALER WITHNON-SLIP TEXTURE.

HSP-3
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3.05CAST-IN-PLACE CONCRETE FINISHINGA.ROUGH FORM FINISH: FOR FORMED CONCRETE SURFACES NOT EXPOSED-TO-VIEW IN THEFINISH WORK OR BY OTHER CONSTRUCTION, UNLESS OTHERWISE INDICATED. THIS IS THECONCRETE SURFACE HAVING TEXTURE IMPARTED BY FORM FACING MATERIAL USED, WITHTIE HOLES AND DEFECTIVE AREAS REPAIRED AND PATCHED AND FINS AND OTHERPROJECTIONS EXCEEDING ¼" IN HEIGHT RUBBED DOWN OR CHIPPED OFF.B.FOR FORMED CONCRETE SURFACES EXPOSED-TO-VIEW, OR THAT ARE TO BE COVEREDWITH A COATING MATERIAL APPLIED DIRECTLY TO CONCRETE, SUCH AS WATERPROOFING,DAMPROOFING, PAINTING OR OTHER SIMILAR SYSTEM. THIS IS AS-CAST CONCRETESURFACE OBTAINED WITH SELECTED FORM FACING MATERIAL, ARRANGED ORDERLY ANDSYMMETRICALLY WITH A MINIMUM OF SEAMS. REPAIR AND PATCH DEFECTIVE AREAS WITHFINS OR OTHER PROJECTIONS COMPLETELY REMOVED AND SMOOTHED.3.06BROOMED FINISHA.PLACE CONCRETE MIX AND SCREED TO PROPER GRADE, WOOD FLOAT TO A UNIFORMSURFACE IN THE NORMAL MANNER.B.PULL BROOM ACROSS FRESHLY FLOATED CONCRETE TO PRODUCE MEDIUM TEXTURE INSTRAIGHT LINES PERPENDICULAR TO MAIN LINE OF TRAFFIC. DO NOT DAMPEN BROOMS.C.PROTECT CONCRETE THROUGHOUT THE COURSE OF CONSTRUCTION3.07CONCRETE PROTECTION AND CURINGA.GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING ANDEXCESSIVE COLD OR HOT TEMPERATURES. COMPLY WITH ACI 306.1 FOR COLD-WEATHERPROTECTION AND FOLLOW RECOMMENDATIONS IN ACI 305R FOR HOT-WEATHERPROTECTION DURING CURING.B.EVAPORATION RETARDER: APPLY EVAPORATION RETARDER TO CONCRETE SURFACES IFHOT, DRY, OR WINDY CONDITIONS CAUSE MOISTURE LOSS APPROACHING 0.2 LB./SQ. FT. X H(1 KG/SQ. M X H) BEFORE AND DURING FINISHING OPERATIONS. APPLY ACCORDING TOMANUFACTURER'S WRITTEN INSTRUCTIONS AFTER PLACING, SCREEDING, AND BULLFLOATING OR DARBYING CONCRETE, BUT BEFORE FLOAT FINISHING.C.BEGIN CURING AFTER FINISHING CONCRETE, BUT NOT BEFORE FREE WATER HASDISAPPEARED FROM CONCRETE SURFACE.D.CURING METHODS: CURE CONCRETE BY MOISTURE CURING, MOISTURE-RETAINING-COVERCURING, CURING COMPOUND, OR A COMBINATION OF THESE AS FOLLOWS:1.MOISTURE CURING: KEEP SURFACES CONTINUOUSLY MOIST FOR NOT LESS THANSEVEN DAYS WITH THE FOLLOWING MATERIALS:a.WATERb.CONTINUOUS WATER-FOG SPRAY.c.ABSORPTIVE COVER, WATER SATURATED, AND KEPT CONTINUOUSLY WET. COVERCONCRETE SURFACES AND EDGES WITH 12-INCH (300-MM) LAP OVER ADJACENTABSORPTIVE COVERS.2.MOISTURE-RETAINING-COVER CURING: COVER CONCRETE SURFACES WITHMOISTURE-RETAINING COVER FOR CURING CONCRETE, PLACED IN WIDESTPRACTICABLE WIDTH, WITH SIDES AND ENDS LAPPED AT LEAST 12 INCHES (300 MM), ANDSEALED BY WATERPROOF TAPE OR ADHESIVE. IMMEDIATELY REPAIR ANY HOLES ORTEARS DURING CURING PERIOD USING COVER MATERIAL AND WATERPROOF TAPE.3.CURING COMPOUND: APPLY UNIFORMLY IN CONTINUOUS OPERATION BY POWER SPRAYOR ROLLER ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. RECOATAREAS SUBJECTED TO HEAVY RAINFALL WITHIN THREE HOURS AFTER INITIALAPPLICATION. MAINTAIN CONTINUITY OF COATING AND REPAIR DAMAGE DURINGCURING PERIOD.3.08CONCRETE SEALERA.APPLY SPECIFIED SEALER PER MANUFACTURER'S RECOMMENDED INSTALLATIONINSTRUCTIONS.B.POLISH THE SEALED SURFACE WITH A FINE BRUSH, REMOVING RESIDUAL DUST FROM THESURFACE AND PROTECT CONCRETE THROUGHOUT THE COURSE OF CONSTRUCTION.3.09PAVEMENT TOLERANCESA.COMPLY WITH TOLERANCES OF ACI 117 AND AS FOLLOWS:

1.ELEVATION: 1/4 INCH (6MM).2.THICKNESS: PLUS 3/8 INCH (9 MM), MINUS 1/4 INCH (6 MM).3.SURFACE: GAP BELOW 10-FOOT- (3-M-) LONG, UNLEVELED STRAIGHTEDGE NOT TOEXCEED 1/4 INCH (6 MM).4.LATERAL ALIGNMENT AND SPACING OF TIE BARS AND DOWELS: 1 INCH (25 MM).5.VERTICAL ALIGNMENT OF TIE BARS AND DOWELS: 1/4 INCH (6 MM).6.ALIGNMENT OF TIE BAR END RELATIVE TO LINE PERPENDICULAR TO PAVEMENT EDGE:1/2 INCH (13 MM).7.ALIGNMENT OF DOWEL-BAR END RELATIVE TO LINE PERPENDICULAR TO PAVEMENTEDGE: LENGTH OF DOWEL 1/4 INCH PER 12 INCHES (6 MM PER 300 MM).8.JOINT SPACING: 3 INCHES (75 MM).9.CONTRACTION JOINT DEPTH: PLUS 1/4 INCH (6 MM), NO MINUS10.JOINT WIDTH: PLUS1/8 INCH (3 MM), NO MINUS.3.10FIELD QUALITY CONTROLA.TESTING AGENCY: ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTION AGENCYTO SAMPLE MATERIALS, PERFORM TESTS, AND SUBMIT TEST REPORTS DURING CONCRETEPLACEMENT ACCORDING TO REQUIREMENTS SPECIFIED IN THIS ARTICLEB.TESTING SERVICES: TESTING SHALL BE PERFORMED ACCORDING TO THE FOLLOWINGREQUIREMENTS:1.SAMPLING FRESH CONCRETE: REPRESENTATIVE SAMPLES OF FRESH CONCRETE SHALLBE OBTAINED ACCORDING TO ASTM C 172, EXCEPT MODIFIED FOR SLUMP TO COMPLYWITH ASTM C 94.2.SLUMP: ASTM C 143; ONE TEST AT POINT OF PLACEMENT FOR EACHCOMPRESSIVE-STRENGTH TEST, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUROF EACH TYPE OF CONCRETE. ADDITIONAL TESTS WILL BE REQUIRED WHEN CONCRETECONSISTENCY CHANGES.3.AIR CONTENT: ASTM C 231, PRESSURE METHOD; ONE TEST FOR EACHCOMPREHENSIVE-STRENGTH TEST, BUT NOT LESS THAN ONE TEST FOR EACH DAY'SPOUR OF EACH TYPE OF CONCRETE. ADDITIONAL TESTS WILL BE REQUIRED WHENCONCRETE CONSISTENCY CHANGES.4.CONCRETE TEMPERATURE: ASTM C 1064; ONE TEST HOURLY WHEN AIR TEMPERATUREIF 40 DEG F (4.4 DEG C) AND BELOW AND WHEN 80 DEG F (27 DEG C) AND ABOVE, ANDONE TEST FOR EACH SET OF COMPRESSIVE-STRENGTH SPECIMENS.5.COMPRESSION TEST SPECIMENS: ASTM C 31/C31M; ONE SET OF FOUR STANDARDCYLINDERS FOR EACH COMPRESSIVE-STRENGTH TEST, UNLESS OTHERWISE INDICATED.CYLINDERS SHALL BE MOLDED AND STORED FOR LABORATORY-CURED TESTSPECIMENS UNLESS FIELD-CURED TEST SPECIMENS ARE REQUIRED.6.COMPRESSIVE-STRENGTH TESTS: ASTM C 39; ONE SET FOR EACH DAY'S POUR OF EACHCONCRETE CLASS EXCEEDING 5 CU. YD.7.WHEN FREQUENCY OF TESTING WILL PROVIDE FEWER THAN FIVECOMPRESSIVE-STRENGTH TESTS FOR A GIVEN CLASS OF CONCRETE, TESTING SHALLBE CONDUCTED FROM AT LEAST FIVE RANDOMLY SELECTED BATCHES OR FROM EACHBATCH IF FEWER THAN FIVE ARE USED.8.WHEN TOTAL QUANTITY OF A GIVEN CLASS OF CONCRETE IS LESS THAN 50 CU. YD. (38CU. M), ARCHITECT MAY WAIVE COMPRESSIVE-STRENGTH TESTING IF ADEQUATEEVIDENCE OF SATISFACTORY STRENGTH IS PROVIDED.9.WHEN STRENGTH OF FIELD-CURED CYLINDERS IS LESS THAN 85 PERCENT OFCOMPANION LABORATORY-CURED CYLINDERS, CURRENT OPERATIONS SHALL BEEVALUATED AND CORRECTIVE PROCEDURES SHALL BE PROVIDED FOR PROTECTINGAND CURING IN-PLACE CONCRETE.10.STRENGTH LEVEL OF CONCRETE WILL BE CONSIDERED SATISFACTORY IF AVERAGES OFSETS OF THREE CONSECUTIVE COMPRESSIVE-STRENGTH TEST RESULTS FALLS BELOWSPECIFIED COMPRESSIVE STRENGTH BY MORE THAN 500 PSI (3.4 MPA).

PART 3 - EXECUTION3.01PREPARATIONA.PROOF-ROLL PREPARED SUBBASE SURFACE TO CHECK FOR UNSTABLE AREAS AND VERIFYNEED FOR ADDITIONAL COMPACTION. PROCEED WITH PAVEMENT ONLY AFTERNONCONFORMING CONDITIONS HAVE BEEN CORRECTED AND SUBGRADE IS READY TORECEIVE PAVEMENT.B.REMOVE LOOSE MATERIAL FROM COMPACTED SUBBASE SURFACE IMMEDIATELY BEFOREPLACING CONCRETE.3.02EDGE FORMS AND SCREED CONSTRUCTIONA.SET, BRACE, AND SECURE EDGE FORMS, BULKHEADS, AND INTERMEDIATE SCREED GUIDESFOR PAVEMENT TO REQUIRED LINES, GRADES, AND ELEVATIONS. INSTALL FORMS TOALLOW CONTINUOUS PROGRESS OF WORK AND SO FORMS CAN REMAIN IN PLACE AT LEAST24 HOURS AFTER CONCRETE PLACEMENT.B.CLEAN FORMS AFTER EACH USE AND COAT WITH FORM RELEASE AGENT TO ENSURESEPARATION FROM CONCRETE WITHOUT DAMAGE.C.INSTALL FABRICATED BAR MATS IN LENGTHS AS LONG AS PRACTICABLE. HANDLE UNITS TOKEEP THEM FLAT AND FREE OF DISTORTIONS. STRAIGHTEN BENDS, KINKS, AND OTHERIRREGULARITIES, OR REPLACE UNITS AS REQUIRED BEFORE PLACEMENT. SET MATS FOR AMINIMUM 2-INCH (50 MM) OVERLAP TO ADJACENT MATS.3.03JOINTSA.GENERAL: FORM CONSTRUCTION, EXPANSION, SCORE JOINTS, AND TOOL EDGINGS TRUETO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. CONSTRUCTTRANSVERSE JOINTS AT RIGHT ANGLES TO CENTERLINE, UNLESS OTHERWISE INDICATED.1.WHEN JOINING EXISTING PAVEMENT, PLACE TRANSVERSE JOINTS TO ALIGN WITHPREVIOUSLY PLACED JOINTS, UNLESS OTHERWISE INDICATED.B.CONSTRUCTION JOINTS: SET CONSTRUCTION JOINTS AT SIDE AND END TERMINATIONS OFPAVEMENT AND AT LOCATIONS WHERE PAVEMENT OPERATIONS ARE STOPPED FOR MORETHAN ONE-HALF HOUR, UNLESS PAVEMENT TERMINATES AT ISOLATION JOINTS.1.CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS, UNLESS OTHERWISEINDICATED. DO NOT CONTINUE REINFORCEMENT THROUGH SIDES OF PAVEMENTSTRIPS, UNLESS OTHERWISE INDICATED.2.PROVIDE TIE BARS AT SIDES OF PAVEMENT STRIPS WHERE INDICATED.3.USE A BONDING AGENT AT LOCATIONS WHERE FRESH CONCRETE IS PLACED AGAINSTHARDENED OR PARTIALLY HARDENED CONCRETE SURFACES.C.EXPANSION JOINTS: FORM EXPANSION JOINTS OF PREFORMED JOINT-FILLER STRIPSABUTTING CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, WALLS AND OTHERSTRUCTURES, WALKS, OTHER FIXED OBJECTS, AND WHERE INDICATED.1.LOCATE EXPANSION JOINTS AT INTERVALS OF 25' MAXIMUM FEET, UNLESS OTHERWISEINDICATED.2.EXTEND JOINT FILLERS FULL WIDTH AND DEPTH OF JOINT.3.TERMINATE JOINT FILLER LESS THAN 1/2 INCH (12 MM) OR MORE THAN 1 INCH (25 MM)BELOW FINISHED SURFACE IF JOINT SEALANT IS INDICATED.4.PLACE TOP OF JOINT FILLER FLUSH WITH FINISHED CONCRETE SURFACE IF JOINTSEALANT IS NOT INDICATED.5.FURNISH JOINT FILLERS IN ONE-PIECE LENGTHS. WHERE MORE THAN ONE LENGTH ISREQUIRED, LACE OR CLIP JOINT-FILLER SECTIONS TOGETHER.6.PROTECT TOP EDGE OF JOINT FILLER DURING CONCRETE PLACEMENT WITH METAL,PLASTIC, OR OTHER TEMPORARY PREFORMED CAP. REMOVE PROTECTIVE CAP AFTERCONCRETE HAS BEEN PLACED ON BOTH SIDES OF JOINT. 10 E.EDGING: TOOL EDGES OF PAVEMENT, GUTTERS, CURBS, AND JOINTS IN CONCRETE AFTERINITIAL FLOATING WITH AN EDGING TOOL TO THE FOLLOWING RADIUS. REPEAT TOOLING OFEDGES AFTER APPLYING SURFACE FINISHES. ELIMINATE TOOL MARKS ON CONCRETESURFACES.1.RADIUS: AS INDICATED ON DETAILS ON THE DRAWINGS

3.04CONCRETE PLACEMENTA.INSPECTION: BEFORE PLACING CONCRETE, INSPECT AND COMPLETE FORMWORKINSTALLATION, REINFORCEMENT STEEL, AND ITEMS TO BE EMBEDDED OR CAST IN. NOTIFYOTHER TRADES TO PERMIT INSTALLATION OF THEIR WORK.B.MOISTEN SUBBASE TO PROVIDE A UNIFORM DAMPENED CONDITION AT THE TIME CONCRETEIS PLACED. DO NOT PLACE CONCRETE AROUND MANHOLES OR OTHER STRUCTURES UNTILTHEY ARE AT THE REQUIRED FINISH ELEVATION AND ALIGNMENT.C.COMPLY WITH REQUIREMENTS AND WITH RECOMMENDATIONS IN ACI 304R FOR MEASURING,MIXING, TRANSPORTING, AND PLACING CONCRETE.D.DEPOSIT AND SPREAD CONCRETE IN A CONTINUOUS OPERATION BETWEEN TRANSVERSEJOINTS. DO NOT PUSH OR DRAG CONCRETE INTO PLACE OR USE VIBRATORS TO MOVECONCRETE INTO PLACE.

E.CONSOLIDATE CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BYHAND-SPADING, RODDING, OR TAMPING. USE EQUIPMENT AND PROCEDURES TOCONSOLIDATE CONCRETE ACCORDING TO RECOMMENDATIONS IN ACI 309R.1.CONSOLIDATE CONCRETE ALONG FACE OF FORMS AND ADJACENT TO TRANSVERSEJOINTS WITH AN INTERNAL VIBRATOR. KEEP VIBRATOR AWAY FROM JOINT ASSEMBLIES,REINFORCEMENT, OR SIDE FORMS. USE ONLY SQUARE-FACED SHOVELS FORHAND-SPREADING AND CONSOLIDATION. CONSOLIDATE WITH CARE TO PREVENTDISLOCATING REINFORCEMENT, DOWELS, AND JOINT DEVICES.F.SCREED PAVEMENT SURFACES WITH A STRAIGHTEDGE AND STRIKE OFF. COMMENCE INITIALFLOATING USING BULL FLOATS OR DARBIES TO FORM AN OPEN TEXTURED AND UNIFORMSURFACE PLANE BEFORE EXCESS MOISTURE OR BLEED WATER APPEARS ON THE SURFACE.DO NOT FURTHER DISTURB CONCRETE SURFACES BEFORE BEGINNING FINISHINGOPERATIONS OR SPREADING DRY-SHAKE SURFACE TREATMENTS.G.CURBS AND GUTTERS: WHEN AUTOMATIC MACHINE PLACEMENT IS USED FOR CURB ANDGUTTER PLACEMENT, SUBMIT REVISED MIX DESIGN AND LABORATORY TEST RESULTS THATMEET OR EXCEED REQUIREMENTS. PRODUCE CURBS AND GUTTERS TO REQUIRED CROSSSECTION, LINES, GRADES, FINISH, AND JOINTING AS SPECIFIED FOR FORMED CONCRETE. IFRESULTS ARE NOT APPROVED, REMOVE AND REPLACE WITH FORMED CONCRETE.H.WHEN ADJOINING PAVEMENT LANES ARE PLACED IN SEPARATE POURS, DO NOT OPERATEEQUIPMENT ON CONCRETE UNTIL PAVEMENT HAS ATTAINED 85 PERCENT OF ITS 28-DAYCOMPRESSIVE STRENGTH.I.COLD-WEATHER PLACEMENT: COMPLY WITH ACI 306.1 AND AS FOLLOWS. PROTECTCONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH THAT COULD BECAUSED BY FROST, FREEZING ACTIONS, OR LOW TEMPERATURES.1.WHEN AIR TEMPERATURE HAS FALLEN TO OR IS EXPECTED TO FALL BELOW 40 DEG F(4.4 DEG C), UNIFORMLY HEAT WATER AND AGGREGATE BEFORE MIXING TO OBTAIN ACONCRETE MIXTURE TEMPERATURE OF NOT LESS THAN 50 DEG F (10 DEG C) AND NOTMORE THAN 80 DEG F (27 DEG C) AT POINT OF PLACEMENT.2.DO NOT USE FROZEN MATERIALS OR MATERIALS CONTAINING ICE OR SNOW.3.DO NOT USE FROZEN MATERIALS OR MATERIALS CONTAINING ANTIFREEZE AGENTS ORCHEMICAL ACCELERATORS, UNLESS OTHERWISE SPECIFIED AND APPROVED IN MIXDESIGNS.J.HOT-WEATHER PLACEMENT: PLACE AND MIX CONCRETE ACCORDING TORECOMMENDATIONS IN ACI 305R WHEN HOT-WEATHER CONDITIONS EXIST.1.COOL INGREDIENTS BEFORE MIXING TO MAINTAIN CONCRETE TEMPERATURE AT TIMEOF PLACEMENT BELOW 90 DEG F (32 DEG C). CHILLED MIXING WATER OR CHOPPED ICEUSED TO CONTROL TEMPERATURE MUST NOT EXCEED THE SPECIFIED WATER RATIO INTHE CONCRETE MIX.2.COVER REINFORCEMENT STEEL WITH WATER-SOAKED BURLAP SO STEELTEMPERATURE WILL NOT EXCEED AMBIENT AIR TEMPERATURE IMMEDIATELY BEFOREEMBEDDING IN CONCRETE.K.FOG-SPRAY FORMS, REINFORCEMENT STEEL, AND SUBGRADE JUST BEFORE PLACINGCONCRETE. KEEP SUBGRADE MOISTURE UNIFORM WITHOUT STANDING WATER, SOFTSPOTS, OR DRY AREAS.

D.CONTROL/SCORE JOINTS: CONSTRUCT CONTROLJOINTS, SECTIONING CONCRETE INTO AREAS ASINDICATED PER DETAILS ON DRAWINGS. CONSTRUCTWEAKENED-PLANE CONTRACTION JOINTS WHEREINDICATED FOR A DEPTH EQUAL TO AT LEASTONE-FOURTH OF THE CONCRETE THICKNESS.1.TOOLED / GROOVED JOINTS: FORM TOOLED JOINTSAFTER INITIAL FLOATING BY GROOVING AND FINISHINGEACH EDGE OF JOINT WITH GROOVED TOOL TO THEDEPTH AND RADIUS SHOWN ON THE DETAILS ON THEDRAWINGS. REPEAT GROOVING OF CONTRACTION JOINTSAFTER APPLYING SURFACE FINISHES. ELIMINATEGROOVED MARKS ON CONCRETE SURFACES.

HSP-4
DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

1.PREPARATION INSTRUCTIONS AND RECOMMENDATIONS.2.INSTALLATION METHODS AND APPLICATION PROCEDURES.D.SAMPLES FOR VERIFICATION:1. SUBMIT SAMPLES OF EACH OF THE FOLLOWING:a. THREE POUND SAMPLE OF EACH TYPE AND COLOR OF DECOMPOSED GRANITESURFACING MATERIAL.E.CERTIFICATION:1.MANUFACTURER AND INSTALLER QUALIFICATIONS.1.04 QUALITY ASSURANCEA.COMPLY WITH SECTION 01 40 00 QUALITY REQUIREMENTS.B.MANUFACTURER: COMPANY SPECIALIZING IN MANUFACTURING WORK OF THIS SECTION WITHMINIMUM 5 YEARS DOCUMENTED EXPERIENCE.C.SINGLE SOURCE RESPONSIBILITY: OBTAIN EACH TYPE OF DECOMPOSED GRANITESURFACING FROM SINGLE MANUFACTURER.D.MOCK UP: PROVIDE A MOCK-UP FOR EVALUATION OF SURFACE PREPARATION, INSTALLATIONTECHNIQUES AND QUALITY OF APPLICATION.1. INSTALL A 4-FEET X 4-FEET MINIMUM OF DECOMPOSED GRANITE SURFACING,INCLUDING SUBBASE COURSE AND EDGING, AT LOCATION APPROVED BYLANDSCAPE ARCHITECT.2. DO NOT PROCEED WITH REMAINING WORK UNTIL INSTALLATION OFDECOMPOSED GRANITE SURFACING IS APPROVED BY LANDSCAPE ARCHITECT.3. APPROVED MOCK-UP MAY REMAIN AS PART OF COMPLETED WORK.1.05 DELIVERY, STORAGE, AND HANDLINGA.COMPLY WITH SECTION 01 60 00 PRODUCT REQUIREMENTSB.BAGGED MATERIALS: ACCEPT DELIVERY OF MATERIALS ONLY IN UNOPENED ANDUNDAMAGED CONTAINERS BEARING THE BRAND NAME AND MANUFACTURER’SIDENTIFICATION.C.BULK MATERIALS: EACH LOAD OF DECOMPOSED GRANITE SURFACING MATERIAL ARRIVINGAT THE JOB SITE IN BULK SHALL BE ACCOMPANIED BY A DELIVERY TICKET CONTAINING THEFOLLOWING MINIMUM INFORMATION:D.PROTECT DECOMPOSED GRANITE SURFACE SURFACING MATERIALS FROM CONTAMINATIONUNTIL READY FOR INSTALLATION.E.STORE UNDER COVER.1.06 PROJECT CONDITIONSA.SURFACES TO RECEIVE DECOMPOSED GRANITE SURFACING SHALL BE FROST FREE ANDFREE OF OIL OR ANY OTHER FOREIGN MATTER, WHICH MAY IMPAIR THE PROPERINSTALLATION OF THE SURFACING SYSTEM.B.DO NOT INSTALL DECOMPOSED GRANITE SURFACING WHEN SUBBASE COURSE IS MUDDY ORSATURATED WITH STANDING WATER.C.PERFORM WORK IN DRY WEATHER WHEN SUBGRADE IS SUFFICIENTLY STABLE TO BEPROPERLY COMPACTED.

B.SUBGRADE: PROOF-ROLL THE SUBGRADE WITH HEAVY PNEUMATIC-TIRED EQUIPMENT TOLOCATE UNSTABLE AREAS AND TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESSYIELDING. DO NOT PROOF-ROLL WET OR SATURATED SUBGRADES.1.EXCAVATE SOFT SPOTS, UNSATISFACTORY SOILS, AND AREAS OF EXCESSIVEPUMPING OR RUTTING, AS DETERMINED BY LANDSCAPE ARCHITECT, AND REPLACEWITH COMPACTED BACKFILL OR FILL AS DIRECTED.2.THE SURFACE OF THE COMPLETED SUBGRADE SHALL BE BLADED TO A SMOOTH ANDUNIFORM TEXTURE.3.THE FINISHED SUBGRADE SHALL BE UNIFORM AND FREE FROM DELETERIOUS DEBRISSUCH AS ORGANIC MATERIALS, NAILS, STONES AND LOOSE SOIL.C.COMPACTION: COMPACT EACH LIFT OF THE SUBGRADE, AND FINAL FINISH DECOMPOSEDGRANITE SURFACING MATERIALS WITH A ONE TO THREE-TON ROLLER OR COMPACTOR. INSMALL AREAS THAT ARE DIFFICULT TO ACCESS WITH COMPACTION EQUIPMENT, HANDTAMPING MAY BE PERFORMED WITH MULTIPLE PASSES TO ACHIEVE THE REQUIREDDENSITY.1.LIGHTLY SPRAY SURFACE AREA FOLLOWING COMPACTION. DO NOT DISTURBAGGREGATE SURFACE WITH SPRAY ACTION.3.04 INSTALLATION OF DECOMPOSED GRANITE SURFACINGA.SPREAD DECOMPOSED GRANITE SURFACING MATERIAL IN 2-INCH LIFTS. SPREAD THEPATHWAY MIX EVENLY AND SMOOTHLY BEFORE COMPACTING. ALLOW FOR 20-25%COMPACTION. SCREED IF POSSIBLE.B.WET THE MIX TO ENSURE WATER HAS PENETRATED THE FULL DEPTH OF THEDECOMPOSED GRANITE SURFACING MATERIAL, AND ROLL EACH LIFT TO FORM A UNIFORM,SMOOTH SURFACE WITH A CROSS SLOPE OF 2% MAXIMUM. COMPACT EACH LIFT TO AMINIMUM 95% DENSITY.C.GRADE AND SMOOTH TO THE REQUIRED ELEVATION; COMPACT FINAL LIFT WITH 1-3 TONDRUM ROLLER OR COMPACTOR.D.MINIMUM COMPACTED THICKNESS: 4"E.SURFACE SHALL FOLLOW GRADES PER PLANS. REMOVE CROWN, ALLOW 1-2% CROSSPITCH.F.COMPLETED SURFACE SHALL BE OF CONSISTENT QUALITY AND SHALL NOT HAVEDEPRESSIONS OR HUMPS GREATER THAN 1/4-INCH IN 10-FEET.3.05 INSTALLATION TOLERANCESA.DECOMPOSED GRANITE SURFACING THICKNESS: ALLOW FOR 20-25% COMPACTION.1.SUBBASE COURSE: PLUS OR MINUS 1/2-INCH.2.SURFACE COURSE: PLUS 1/4-INCH, NO MINUS.B.DECOMPOSED GRANITE SURFACING SMOOTHNESS: PRODUCE A SURFACE SMOOTHNESSWITHIN 1/4-INCH TOLERANCE WHEN MEASURED WITH A 10-FOOT STRAIGHTEDGE.3.06 CLEAN-UP AND PROTECTIONA.THOROUGHLY CLEAN ALL AREAS WHERE WORK HAS OCCURRED. REMOVE FROM SITEEXCESS MATERIAL, DEBRIS AND RUBBISH.B.TAKE ALL PRECAUTIONS NECESSARY TO PROTECT COMPLETED WORK UNTIL SUBSTANTIALCOMPLETION OF PROJECT.END OF SECTION 321540 11 C.TEST RESULTS SHALL BE REPORTED IN WRITING TO LANDSCAPE ARCHITECT, CONCRETEMANUFACTURER, AND CONTRACTOR WITHIN 24 HOURS OF TESTING. REPORTS OFCOMPRESSIVE-STRENGTH TESTS SHALL CONTAIN PROJECT IDENTIFICATION NAME ANDNUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING AGENCY,CONCRETE TYPE AND CLASS, LOCATION OF CONCRETE BATCH IN PAVEMENT, DESIGNCOMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIX PROPORTIONS AND MATERIALS,COMPRESSIVE BACKING STRENGTH, AND TYPE OF BREAK FOR BOTH 7- AND 28-DAY TESTS.D.NONDESTRUCTIVE TESTING: IMPACT HAMMER, SONOSCOPE, OR OTHER NONDESTRUCTIVEDEVICE MAY BE PERMITTED BY LANDSCAPE ARCHITECT BUT WILL NOT BE USED AS THESOLE BASIS FOR APPROVAL OR REJECTION.E.ADDITIONAL TESTS: TESTING AGENCY SHALL MAKE ADDITIONAL TESTS OF THE CONCRETEWHEN TEST RESULTS INDICATE SLUMP, AIR ENTRAINMENT, CONCRETE STRENGTHS, OROTHER REQUIREMENTS HAVE NOT BEEN MET, AS DIRECTED BY LANDSCAPE ARCHITECT.TESTING AGENCY MAY CONDUCT TEST TO DETERMINE ADEQUACY OF CONCRETE BY COREDCYLINDERS COMPLYING WITH ASTM C 42, OR BY OTHER METHODS AS DIRECTED.3.11REPAIRS AND PROTECTIONA.REMOVE AND REPLACE CONCRETE PAVING THAT IS BROKEN, DAMAGED, OR DEFECTIVE, ORDOES NOT MEET THE REQUIREMENTS OF THIS SECTION.B.PROTECT CONCRETE FROM DAMAGE. EXCLUDE TRAFFIC FROM PAVING FOR AT LEAST 14DAYS AFTER PLACEMENT. WHEN CONSTRUCTION TRAFFIC IS PERMITTED, MAINTAIN PAVINGAS CLEAN AS POSSIBLE BY REMOVING SURFACE STAINS AND SPILLAGE OF MATERIALS ASTHEY OCCUR.C.MAINTAIN CONCRETE PAVING FREE OF STAINS, DISCOLORATION, DIRT, AND OTHER FOREIGNMATERIAL. SWEEP CONCRETE PAVING NOT MORE THAN 2 DAYS PRIOR TO DATE SCHEDULEDFOR SUBSTANTIAL COMPLETION INSPECTIONS.

END OF SECTION 320523
SECTION 321540DECOMPOSED GRANITE SURFACING
PART 1 - GENERAL1.01 SUMMARYA.SECTION INCLUDES:1.NATURALLY OCCURRING DECOMPOSED GRANITE AND CRUSHED STONESURFACING AS SHOWN ON DRAWINGS AND SPECIFIED HEREIN. INCLUDESUB-GRADE, EDGING AND RELATED ACCESSORIES.1.02 REFERENCES AND STANDARDS:A.ASTM C136 – STANDARD TEST METHOD FOR SIEVE ANALYSIS OF FINE AND COARSEAGGREGATES.B.ASTM D448 – STANDARD CLASSIFICATION FOR SIZES OF AGGREGATE FOR ROAD ANDBRIDGE CONSTRUCTION. ASTM: AMERICAN STANDARD FOR TESTING MATERIALS1.03 SUBMITTALSA.COMPLY WITH SECTION 01 33 00 SUBMITTAL PROCEDURES.B.SHOP DRAWINGS: SUBMIT PLAN LAYOUT OF ALL DECOMPOSED GRANITE SURFACINGAREAS AND DETAIL DRAWINGS SHOWING THE VARIOUS COMPONENTS OF THE SURFACINGSYSTEM, INCLUDING SUB-BASE AND EDGING.C.PRODUCT DATA: MANUFACTURER’S LITERATURE COMPLETELY DESCRIBING ALLCOMPONENTS OF THE DECOMPOSED GRANITE SURFACING SYSTEM, INCLUDING:

LIMIT OF WORKLIMIT OF WORK

LIMIT OF WORK

LARGE DOG PARK AREA

SMALL DOG PARK AREA
05'10'20'30'40'
LP-1
DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

FOR APPROVAL
NORTHNOT TO SCALEKEY MAP462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595
LICENSEDLANDSCAPEARCHITECTSTATEOFCALIFORNIA12/08/2025RENEWAL DATE: 12-31-25SIGNATURE SAN ELIJO ROADELFIN FOREST RD

DOG PARK ENTRANCEPET WASTE STATION
DOG AND OWNER SOCIAL ANDREST AREA, W/ PICNIC TABLES,BENCHES, AND BIG BOULDERS. 100' SDCWA EASEMENT
100' SDCWA EASEMENT
NORTH

CHAIN-LINK FENCE W/ MOW CURB

EXISTING RESTROOMS
PT-1
LP-1

EXISTING CONCRETEWALK WAYEXISTING MANIFOLDS,TO REMAIN

CHAIN-LINK FENCE
TREE PLANTING NOTES:THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK WITH GRADING. IT IS THE OWNER'S INTENT THATLANDSCAPE AND IRRIGATION OPERATIONS SHALL IMMEDIATELY FOLLOW THE SAME SEQUENCE AS GRADINGOPERATIONS. AS A RESULT, AS EACH AREA IS GRADED IT IS ANTICIPATED THAT THE CONTRACTOR SHALL IMMEDIATELYBEGIN LANDSCAPE AND IRRIGATION CONSTRUCTION FOLLOWING THE SEQUENCE OF CONSTRUCTION OPERATIONOUTLINED IN THE PLANS AND AS SHOWN BELOW. IT IS UNDERSTOOD BY THE OWNER AND THE CONTRACTOR THATUNFORSEEN CIRCUMSTANCES SUCH AS ACTS OF GOD AND/OR SCHEDULING MODIFICATIONS DIRECTED BY THE OWNER,COULD HAVE AN EFFECT ON CONSTRUCTION, AND THAT THE CONTRACTOR HAS TAKEN THIS INTO CONSIDERATION ATTHE TIME OF BID. THEREFORE, ANY SUCH ACTS OF GOD AND/OR SCHEDULING MODIFICATION DIRECTED BY THE OWNERWOULD NOT CONSTITUTE NOR WARRANT ADDITIONAL SERVICES. THE PROCESS FOR INSTALLATION OF THE TREESSHALL BE AS FOLLOWS:A.PRIOR TO PROCEEDING WITH TREE INSTALLATION, THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR CLEARLYMARKING THE TREE LOCATIONS WITH MARKING PAINT. PRIOR TO DIGGING PITS THE CONTRACTOR SHALL REQUESTA WALK THROUGH WITH THE LANDSCAPE ARCHITECT TO VERIFY THE TREE LOCATIONS.B.UPON SUCCESSFUL WALK THROUGH OF TREE LOCATIONS, THE CONTRACTOR SHALL PROCEED WITH TREEINSTALLATION. ONCE THE TREE INSTALLATION IS COMPLETE, THE INSTALLING CONTRACTOR SHALL REQUEST AWALK THROUGH FOR SUBSTANTIAL COMPLETION WITH THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECTWILL PROVIDE WRITTEN DOCUMENTATION OF THE SUBSTANTIAL COMPLETION WALK THROUGH TO THECONTRACTOR AND THE OWNER, IN THE FORM OF A PUNCH LIST NOTING ANY OUTSTANDING CONSTRUCTION ITEMS.THIS WALK THROUGH AND ANY RESULTING OUTSTANDING ITEMS SHALL BE COMPLETED AND/OR ADDRESSED PRIORTO REQUESTING A FINAL WALK THROUGH OR CONTINUING WITH FURTHER CONSTRUCTION.C.ONCE THE SUBSTANTIAL COMPLETION PUNCH LIST HAS BEEN COMPLETELY ADDRESSED, THE INSTALLINGCONTRACTOR SHALL REQUEST A FINAL WALK THROUGH WITH THE LANDSCAPE ARCHITECT. THE LANDSCAPEARCHITECT WILL PROVIDE WRITTEN DOCUMENTATION OF THE FINAL WALK THROUGH TO THE CONTRACTOR ANDTHE OWNER BY COMPARING THE PUNCH LIST WITH FIELD CONDITIONS.

GENERAL PLANTING NOTES:1.THESE PLANS WERE PREPARED USING BASE INFORMATIONPREPARED BY NOVA ENGINEERING. THE CONTRACTOR ISRESPONSIBLE FOR VERIFYING THE ACCURACY OF THIS BASECOMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO ORDERINGMATERIALS AND/OR BEGINNING WORK AND IMMEDIATELYNOTIFYING THE LANDSCAPE ARCHITECT OF ANYDISCREPANCIES. IN THE EVENT THAT THE CONTRACTOR FAILSTO VERIFY THE ACCURACY OF THE BASE INFORMATION AND/ORFAILS TO IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OFDISCREPANCIES PRIOR TO ORDERING MATERIALS AND/ORBEGINNING WORK, THEN THE CONTRACTOR ASSUMES FULLRESPONSIBILITY FOR ANY AND ALL ADDITIONAL LABOR ANDMATERIALS AS DIRECTED BY THE LANDSCAPE ARCHITECT TORESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TOTHE OWNER.2.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THEEXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TOCOMMENCING WORK. THE CONTRACTOR SHALL ASSUME FULLRESPONSIBILITY FOR ANY AND ALL DAMAGES WHICH OCCURDUE TO THE CONTRACTOR'S FAILURE TO LOCATE ANDPRESERVE ANY AND ALL UNDERGROUND UTILITIES, AT NOADDITIONAL COST TO THE OWNER.3.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBLITY FORREPLACING ANY EQUIPMENT AND/OR MATERIALS OUTSIDE OFTHE LIMIT OF WORK, WHICH ARE DAMAGED DURINGCONSTRUCTION WITH MATERIALS LIKE-KIND, AT NO ADDITIONALCOST TO THE OWNER.4.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBLITY FORREPAIRER ANY THREE OR SHRUB OUTSIDE OF THE LIMIT OFWORK, WHICH ARE DAMAGED DURING CONSTRUCTION, WITHMATERIALS LIKE-KIND, AT NO ADDITIONAL COST TO THE OWNER.5.EXCEPT THE SPECIFIED TURF DEMOLITION AREA, THECONTRACTOR SHALL ASSUME FULL RESPONSIBLITY FORREPAIRER THE REST AREA INSIDE THE LIMIT OF WORK, WHICHARE DAMAGED DURING CONSTRUCTION, WITH MATERIALSLIKE-KIND, AT NO ADDITIONAL COST TO THE OWNER.6.REFER TO THE PLANTING DETAILS AND SPECIFICATIONS FORINSTALLATION AND EXECUTION PROCEDURES AND FORMAINTENANCE REQUIREMENTS.7.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ALLNECESSARY SOILS TESTING PER SPECIFICATION SECTION329300, 1.08, A.8.ALL TREES TO BE STAKED WITH 2-3 STAKES AND 6 TREE TIES(NO WIRE). USE TRIPLE STAKING WITH 3" DIAMETER STAKES INHIGH WIND AREAS.9.ALL TREES SHALL BE LOCATED OR ADJUSTED IN ACCORDANCEWITH THE FOLLOWING REQUIREMENTS:·A MINIMUM OF 5' AWAY FROM ANY BUILDING FACE OR ROOFEAVE·A MINIMUM OF 6' FROM ALL HARDSCAPE INCLUDING CURBS,FENCES, WALKS, WALLS, "V DITCHES", ETC.·A MINIMUM OF 5' FROM WATER METERS OR ANY OTHERUTILITIES, INCLUDING SEWER / DRAIN PIPESA A MINIMUM OF20' FROM STREET LIGHTS·ROOT BARRIER TO BE PLACE WITHIN 6' MINIMUM OFHARDSCAPE.·A MINIMUM OF 10' FROM FIRE HYDRANTS·A MINIMUM OF 20' FROM STREET LIGHTS

EXISTING MANIFOLDS,TO REMAIN

EXISTING TREES, TO REMAIN, TYP

EXISTING CONCRETEWALK WAY
PT -1
12 TREES DETAILSCOMMON NAMEPLANTING LEGENDSYMBOLBOTANICAL NAME QUANTITYSIZE SPACINGMATURE SIZEWUCOLS ZONE 4

SAN ELIJO HILLS PARK 'DOG PARK'
PISTACIA CHINENSISCHINESE PISTACHE36" BOXAS SHOWN2 30'-60' H X 30'-60' W M L-1, L-5a QUERCUS AGRIFOLIACOAST LIVE OAK36" BOXAS SHOWN1 20'-70' H X 20'-70' W L L-1, L-5a LD-1
DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

LS-1
SECTION 329300LANDSCAPINGPART 1 - GENERAL1.01SUMMARY:A.THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION ANDEQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGSAND AS SPECIFIED. THE CONDITIONS OF THE CONTRACT AND DIVISION 1 APPLYTO THIS SECTION AS FULLY AS IF REPEATED HEREIN.1.02RELATED REQUIREMENTS:A.SECTION 320533 LANDSCAPE MAINTENANCE1.03SUBMITTALS:A.SUBMIT CERTIFICATES OF COMPLIANCE AND INVOICES FOR SOIL AMENDMENTS,FERTILIZERS, AND PLANT MATERIALS, WITH QUANTITIES OF EACH.B.TREE SAMPLES: DELIVER TO THE SITE, A MINIMUM OF ONE SAMPLE OF EACH TREEVARIETY AND SIZE INDICATED, 15 GALLONS IN SIZE AND LARGER, A MINIMUM OF 15DAYS BEFORE PLANTING OPERATIONS. AT THE CONTRACTOR'S OPTION ANDEXPENSE, HE MAY RETAIN THE SERVICES OF THE LANDSCAPE ARCHITECT TOREVIEW TREES 15 GALLON AND LARGER TAGGED AT THE NURSERY OR AT ITSPLACE OF GROWTH, OR AS OTHERWISE INDICATED.C.SHRUB AND TREE SAMPLES: SUBMIT 1 SAMPLE OF EACH VARIETY AND SIZE OFPLANT MATERIALS AT THE SITE A MINIMUM OF 15 DAYS BEFORE PLANTINGOPERATIONS. ACCEPTED SAMPLES SHALL REMAIN ON THE SITE AND SHALL BEMAINTAINED AS STANDARDS OF COMPARISON FOR PLANT MATERIALS TO BEFURNISHED. SAMPLES MAY BE INCORPORATED INTO THE WORK.D.A SAMPLE OF THE SOIL AMENDMENTS AND PROPOSED MULCH MATERIAL(S),INCLUDING MANUFACTURER OR SUPPLIER CERTIFICATE OR INVOICE, SHALL BEDELIVERED TO THE LANDSCAPE ARCHITECT WITHIN THIRTY-FIVE (35) DAYS AFTERRECORDING OF THE CONTRACT.1.04GUARANTEES AND REPLACEMENTS:A.TREES SHALL BE GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A PERIODOF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF MAINTENANCE PERIOD OFPROJECT.B.PLANTS FOUND TO BE DEAD OR NOT IN A VIGOROUS CONDITION WITHIN THEMAINTENANCE AND GUARANTEE PERIODS SHALL BE REPLACED WITHIN FOURTEEN(14) DAYS AT CONTRACTOR'S EXPENSE.C.PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE ASSPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED ANDFERTILIZED AS ORIGINALLY SPECIFIED. THE EXPENSE OF ALL REPAIR WORK ONEXISTING IMPROVEMENTS DAMAGED DURING REPLACEMENT SHALL BE BORNE BYTHE CONTRACTOR.1.05QUALITY ASSURANCE:A.REVIEWS HEREIN SPECIFIED SHALL BE MADE BY THE LANDSCAPE ARCHITECT ORLANDSCAPE INSPECTOR. THE CONTRACTOR SHALL REQUEST REVIEW IN WRITINGA MINIMUM OF 48 HOURS IN ADVANCE, FOR THE FOLLOWING PARTS OF WORK:1.PRE-JOB MEETING TO INTRODUCE LANDSCAPE ARCHITECT, LANDSCAPEINSPECTOR, CONTRACTOR, JOB PROJECT MANAGER AND JOBSUPERINTENDENT AND TO DISCUSS THE PARTICULAR REQUIREMENTS OF THEJOB.2.INCORPORATION OF SOIL CONDITIONING AND FERTILIZING INTO THE SOIL.OBSERVATION SHALL BEGIN PRIOR TO AMENDMENTS BEING ROTOTILLED INTOTHE SOIL. AMENDMENT MATERIALS SHALL BE DISTRIBUTED IN PILES AROUNDTHE SITE IN QUANTITIES CORRESPONDING TO THE SOILS ANALYSISRECOMMENDATIONS "PER 1,000 SQ. FT.". INVOICES SHOWING MATERIALS ANDQUANTITIES PURCHASED SHALL BE AVAILABLE FOR REVIEW.3.UPON COMPLETION OF GRADING PRIOR TO PLANTING. REVIEW OF PLANTMATERIALS IS TO COINCIDE WITH THIS REVIEW.4.WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUTBEFORE PLANTING HOLES ARE EXCAVATED.

5.UPON COMPLETION OF FINISH GRADES AND PLANTING. APPLICATION OFPRE-EMERGENT HERBICIDE IS TO COINCIDE WITH THIS REVIEW.6.WHEN PLANTING, AND ALL OTHER INDICATED AND SPECIFIED WORK, EXCEPT THEMAINTENANCE PERIOD, HAS BEEN COMPLETED. ACCEPTANCE, IN WRITING, SHALLESTABLISH BEGINNING OF THE MAINTENANCE PERIOD.7.FINAL REVIEW AT THE COMPLETION OF THE MAINTENANCE PERIOD. CONTINGENTON ACCEPTANCE, THIS REVIEW SHALL ESTABLISH THE BEGINNING DATE FOR THEGUARANTEE PERIOD.1.06MAINTENANCE:A.THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS DURING THEPROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINALACCEPTANCE OF THE WORK.B.THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER WRITTEN ACCEPTANCEOF PLANTING OPERATIONS IS RECEIVED FROM THE LANDSCAPE ARCHITECT, ANDSHALL CONTINUE THEREAFTER FOR NO LESS THAN NINETY (90) CONTINUOUSCALENDAR DAYS.C.THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BEEXTENDED, WHEN IN THE OPINION OF THE LANDSCAPE ARCHITECT, IMPROPERMAINTENANCE OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIALOR POORLY ESTABLISHED NON-COVERING TURF AREAS ARE EVIDENT AT THETERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALLBE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK UNTIL WORK ISCOMPLETED AND ACCEPTABLE.D.SEE SECTION 320533 FOR SPECIFIC MAINTENANCE REQUIREMENTS.1.07GENERAL REQUIREMENTS:A.THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES,SHRUBS, GROUNDCOVERS, SOD AND SEED.B.ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHERAND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTEDHORTICULTURAL PRACTICE.C.ALL ROCK AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OFTHE PROJECT SHALL BE REMOVED FROM THE SITE.D.PRIOR TO EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALLUNDERGROUND IMPROVEMENTS, UTILITY LINES, ETC. AND TAKE PROPERPRECAUTIONS TO AVOID DAMAGE. IN THE EVENT OF A CONFLICT BETWEEN SUCHLINES AND PLANT LOCATIONS, NOTIFY LANDSCAPE ARCHITECT AND RECEIVEDIRECTION PRIOR TO PROCEEDING. THE CONTRACTOR ASSUMES RESPONSIBILITYFOR MAKING REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED.E.GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THEPERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THEMOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING ITWOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BESUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TOACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED.F.SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH WORK,CAREFULLY CHECK AND VERIFY DIMENSIONS AND IMMEDIATELY INFORM THELANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN THE DRAWINGS ANDSPECIFICATIONS AND ACTUAL CONDITIONS.G.QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND NOTGUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TOFULFILL INTENT OF DRAWINGS.H.ADEQUATELY STAKE, BARRICADE, AND PROTECT IRRIGATION EQUIPMENT, MANHOLES,UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOILAMENDING AND GRADING OPERATIONS.I.REJECTION AND SUBSTITUTION: PLANTS NOT CONFORMING TO THE REQUIREMENTSHEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHERIN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVEDFROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS.THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW.PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR ANDCONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDERNO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIE, VARIETY, ORREDUCED SIZES FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITHTHE EXPRESSED WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT.J.ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE INSTALLATION ANDMAINTENANCE OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECTSHALL BE PAID FOR BY THE OWNER.

1.08FINAL SOIL AMENDMENT QUANTITIES:A.UPON COMPLETION OF ALL BACKFILL AND/OR ROUGH GRADING OF PLANTED AREAS, AMINIMUM OF SIX (6) REPRESENTATIVE SAMPLES OF EXISTING SOIL FOUND IN THEPLANTING AREAS SHALL BE TAKEN BY THE CONTRACTOR AND AT HIS/HER EXPENSESENT TO AN INDEPENDENT SOIL TESTING LABORATORY FOR AN AGRICULTURALSUITABILITY ANALYSIS AND RECOMMENDATIONS FOR QUANTITY AND APPLICATIONRATE OF AMENDMENTS AND INCLUDE ANY CORRECTIVE MEASURES REQUIRED TOADJUST PH OR SALT TO ACCEPTABLE LEVELS. THESE RECOMMENDATIONS SHALLTHEN BE COMPARED WITH THOSE LISTED IN PARAGRAPHS 2.02 AND 3.01 AND THECONTRACT MODIFIED ACCORDINGLY.1.09SOIL PREPARATION CONFORMANCEA.AMENDMENT MATERIALS SHALL BE DISTRIBUTED IN PILES AROUND THE SITE INQUANTITIES CORRESPONDING TO THE SOILS ANALYSIS "PER 1,000 SQ. FT."RECOMMENDATIONS. INVOICES SHOWING MATERIALS AND QUANTITIES PURCHASEDSHALL BE AVAILABLE FOR REVIEW. THE LANDSCAPE ARCHITECT WILL COMPARE THEDISTRIBUTION PILES AND TOTAL QUANTITIES OF EACH MATERIAL FURNISHED AGAINSTTHE SOILS ANALYSIS RECOMMENDATIONS. IF THE MINIMUM RATES OF APPLICATIONHAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WILL REQUIRE THE DISTRIBUTIONOF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUMAPPLICATION REQUIREMENTS SPECIFIED. AFTER APPROVAL BY THE LANDSCAPEARCHITECT OF THE DISTRIBUTION AND QUANTITIES OF SOIL AMENDMENTS, THECONTRACTOR WILL THEN COMMENCE WITH SOIL CONDITIONING OPERATIONS PERSECTION 3.01.1.10PLANT MATERIAL QUANTITY CONFORMANCEA.AFTER INSTALLATION OF PLANT MATERIALS, AND COINCIDING WITH THEPRE-MAINTENANCE OBSERVATION, THE LANDSCAPE ARCHITECT, WITH THEHERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPSAND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, WILL INVENTORYSUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IFTHE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE LANDSCAPE ARCHITECT MAYREQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUMREQUIREMENTS SPECIFIED OR REQUIRE THAT THE CONTRACTOR PROVIDE CREDIT(S)TO THE OWNER.PART 2 - PRODUCTS2.01SOIL AMENDMENT AND FERTILIZER:A.PROVIDE SINGLY OR IN COMBINATION AS REQUIRED TO MEET SPECIFIEDREQUIREMENTS FOR TOPSOIL. SOIL CONDITIONERS SHALL BE NONTOXIC TO PLANTS.1.COMPOSTED DERIVATIVES: GROUND BARK, NITROLIZED SAWDUST, HUMUS, OROTHER WOOD GREEN WASTE MATERIAL FREE OF STONES, STICKS, AND SOILSTABILIZED WITH NITROGEN AND HAVING THE FOLLOWING PROPERTIES:2.PARTICLE SIZE: MINIMUM PERCENT BY WEIGHT PASSING:a.NO. 4 MESH SCREEN95b.NO. 8 MESH SCREEN803.NITROGEN CONTENT: MINIMUM PERCENT BASED ON DRY WEIGHT:a.FIR SAWDUST0.7b.FIR OR PINE BARK1.0B.GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO, 2H0) WITH MINIMUM 80% GRADE CONTAINING 14% MINIMUM COMBINED SULFUR.C.IRON SULPHATE: FERRIC OR FERROUS SULPHATE IN PELLETED OR GRANULAR FORMCONTAINING NOT LESS THEN 18 PERCENT METALLIC IRON. MATERIAL SHALL CONFORMTO THE AGRICULTURAL CODE OF THE STATE OF CALIFORNIA.D.PRE-PLANT FERTILIZER FOR INCORPORATION WITH ROTOTILLING OR PLANT PITBACKFILL MIX SHALL BE OF A UNIFORM 'BEADED' HOMOGENEOUS GRANULARCOMPOSITION SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT AND SHALLCONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANTFOOD:NITROGEN 5% MINIMUMPHOSPHORIC ACID3% MINIMUMPOTASH 1% MINIMUMIRON 1%MANGANESE.05%ZINC .05%HUMIC ACIDS (DERIVED FROM COMPOST)15%SOIL PENETRANT (ALKYL NAPHTHALENE SODIUM SULFONATE)15% E.POST-PLANTING FERTILIZER FOR MAINTENANCE PERIOD FERTILIZATION: ORGANICBASE, LONG LASTING, NONBURNING, CONTROLLED SLOW RELEASE, FREE FLOWING,UNIFORM IN COMPOSITION, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT,AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES OF WEIGHTOF PLANT FOOD :NITROGEN12% MINIMUMPHOSPHORIC ACID8% MINIMUMPOTASH8% MINIMUMSULPHUR7%IRON 2%MANGANESE.05%ZINC .05%HUMIC ACIDS (DERIVED FROM COMPOST)5%WARNING: SOME FERTILIZERS CONTAIN CHELATED IRON WHICH HAS CAUSED STAININGOF CONCRETE SURFACES IN OTHER PROJECTS. CONTRACTOR SHALL BE RESPONSIBLEFOR REMOVING ALL IRON STAINS FROM CONCRETE BY SANDBLASTING, OR ASDIRECTED BY ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER.F.PLANTING TABLETS: TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTINGTABLETS OF VARYING WEIGHTED SIZES WITH THE FOLLOWING AVAILABLEPERCENTAGES BY WEIGHT OF PLANT FOOD:NITROGEN20% MINIMUMPHOSPHORIC ACID10% MINIMUMPOTASH5% MINIMUMG.POST-PLANTING FERTILIZER FOR PALMS: ORGANIC BASE, LONG LASTING, NONBURNING,CONTROLLED SLOW RELEASE, FREE FLOWING, UNIFORM IN COMPOSITION, SUITABLEFOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWINGMINIMUM AVAILABLE PERCENTAGES OF WEIGHT OF PLANT FOOD :NITROGEN3% MINIMUMPHOSPHORIC ACID1% MINIMUMPOTASH3% MINIMUMA MICRO-NUTRIENT FOLIAR SPRAY FOR PALM FRONDS IS RECOMMENDED TO AVOIDMICRO-NUTRIENT DEFICIENCIES.2.02PLANTING BACKFILL:A.PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF TOPSOILAMENDMENTS AT THE FOLLOWING MIXTURE:SOIL CONDITIONER1 PARTSTOCK-PILED ON SITE SOIL3 PARTSIRON SULPHATE2 LBS/PER CU. YD. OF MIXGYPSUM10 LBS/PER CU. YD. OF MIXPRE-PLANT FERTILIZER4 LBS/PER CU. YD. OF MIXSOIL TO BE USED AS PLANTING MEDIUM FOR THE PROJECT SHALL BE FERTILE,WELL-DRAINED, OF UNIFORM QUALITY, FREE OF STONES OVER 1 INCH DIAMETER,STICKS, OILS, CHEMICALS, PLASTER, CONCRETE AND OTHER DELETERIOUS MATERIALS.ON-SITE SOIL MAY BE STOCKPILED FOR RE-USE PROVIDED IT MEETS ALLREQUIREMENTS.2.03PLANT MATERIALS:A. NOMENCLATURE: THE SCIENTIFIC AND COMMON NAMES OF PLANTS HEREIN SPECIFIEDCONFORM WITH THE APPROVED NAMES GIVEN IN "SUNSET WESTERN GARDEN BOOK ",PUBLISHED BY LANE PUBLISHING COMPANY, MENLO PARK, CALIFORNIA, LATESTEDITION. SEE LIST OF PLANT MATERIAL ON DRAWINGS.B.QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THEY SHALLBE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS,AND/OR EXCEED THE MEASUREMENTS SPECIFIED OR THE AMERICAN STANDARDS FORNURSERY STOCK. PINTO TAGS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT.C.CONTAINER STOCK (1 GAL., 5 GAL., AND 15 GAL.) SHALL HAVE GROWN IN CONTAINERSFOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THATHAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER,SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGEDROOTS OR BROKEN BALLS SHALL BE PLANTED.

DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

3.DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF THECOMMERCIAL FERTILIZER.4.CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOTCAUSE EROSION OR SLUFFING OF SOILS. DO NOT UNDERTAKE LEACHINGOPERATIONS IN EXPANSIVE SOILS.5.5.ALL DEPRESSIONS, VOIDS, EROSION SCARS AND SETTLED TRENCHESGENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOILAND BROUGHT TO FINISH GRADE PRIOR TO DIGGING PLANTING PITS.B.AFTER LEACHING OPERATIONS AND AFTER THE AREAS HAVE BEEN GRADED, FOLLOWTHE SOIL PREPARATION CONFORMANCE PROCEDURES PER SECTION 1.09. AFTERAPPROVAL BY THE LANDSCAPE ARCHITECT OF THE REQUIREMENTS IN SECTION 1.09,THE SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVERALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTHOF SIX (6) INCHES BY ROTOTILLING A MINIMUM OF TWO (2) ALTERNATING PASSES:THE FOLLOWING MATERIALS AND QUANTITIES ARE TO BE USED AS A BASIS FOR BIDDING,AND MAY BE MODIFIED BASED ON SOIL ANALYSIS RESULTS.SOIL CONDITIONER:4 CU. YD. PER 1,000 SQ. FT.SOIL SULPHUR:20 LBS/PER 1,000 SQ. FT.IRON SULPHATE:20 LBS/PER 1,000 SQ. FT.GYPSUM:100 LBS/PER 1,000 SQ. FT.PRE-PLANT FERTILIZER:20 LBS/PER 1,000 SQ. FT.1.FERTILIZER SHALL BE INCORPORATED INTO THE TOP SIX (6) INCHES OF FINISHGRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION.2.THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING ANDINCORPORATION OF THE SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTEDBY THE LANDSCAPE ARCHITECT IN WRITING, PRIOR TO DIGGING PLANTING PITS. FORSLOPES 2:1 AND STEEPER, OR AS PER THE DRAWINGS, OMIT SOIL CONDITIONERAPPLICATION AND ROTOTILLING.3.02FINISH GRADING:A.FINISH GRADES SHALL BE AS INDICATED ON LANDSCAPE AND CIVIL DRAWINGS.CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR A DECISION SHOULD ANYDISCREPANCIES EXIST BETWEEN THE DRAWINGS AND SITE CONDITIONS.B.FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER COMPACTED AND SETTLEDSURFACE GRADES AND SHALL BE WITHIN + 0.1 FOOT OF THE SPOT ELEVATIONS ANDGRADE LINES INDICATED. GRADES ADJACENT TO HARDSCAPE SHALL BE WITHIN +/- .01FEET OF THE GRADES INDICATED ON THE DRAWINGS.C.MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES INSLOPE.D.ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROMTILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATEDOUT BEFORE PLANTING OPERATIONS ARE INITIATED.E.TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO EROSION CONTROLMATERIALS, SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUNDUTILITIES DURING GRADING AND CONDITIONING OPERATIONS.F.FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALLSURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINSAND CATCH BASINS.G.FINAL GRADES SHALL BE ACCEPTED BY THE LANDSCAPE ARCHITECT/OWNER'SREPRESENTATIVE IN WRITING ON COMPANY LETTERHEAD PRIOR TO DIGGING PLANTINGPITS AND/OR BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN.H.PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN 2 PERCENT SURFACESLOPE FOR POSITIVE DRAINAGE.3.03PLANTING:A.THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUNDCOVER BEDS TO BEPLANTED SHALL BE ACCEPTED BY THE LANDSCAPE ARCHITECT IN WRITING PRIOR TODIGGING PLANT PITS FOR PLANTING. ALL SUCH LOCATIONS SHALL BE CHECKED BY THECONTRACTOR FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPINGPRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINESARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FORTHE PLANTING MAY BE SELECTED BY THE LANDSCAPE ARCHITECT AT NO ADDITIONALCOST TO THE OWNER. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITYOF THE CONTRACTOR.B.PLANTING TREES:1.ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACESAND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE,IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUTINJURY OR BREAKAGE OF ROOT BALLS OR ROOTS.2.EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLESOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS ANDPLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPONWHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLINGOF HOLES, PITS AND BEDS.

3.EXCESS SOIL, GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD EVENLYON THE SITE WITHIN THE TOLERANCES INDICATED IN SECTION 3.02, OR ASDIRECTED BY THE LANDSCAPE ARCHITECT.4.THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THEHERETOFORE SPECIFIED PLANT PIT FERTILIZER AND SOIL PLANTING BACKFILL.PLACE PLANT PIT FERTILIZER AFTER TWO THIRDS OF BACKFILL MATERIAL ISINSTALLED AT THE RATES SPECIFIED BY THE MANUFACTURER AND SOILS REPORT.5.THE PLANTS SHALL BE PLACED IN THE PLANTING PITS, WHICH HAVE BEENHAND-TAMPED, AND WATER SETTLED TO THE ROOTBALL BASE LEVELS PRIOR TOTHE PLACEMENT OF THE PLANTS. AFTER SETTING THE PLANTS, THE REMAININGBACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLED AROUND EACHROOTBALL TO FILL ALL VOIDS.6.EACH TREE SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SETPLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEENTAMPED AROUND EACH ROOTBALL.7.ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLING THEY BEARTHE SAME RELATIONSHIP TO THE SURROUNDING FINISH GRADE AS THEY BORE TOTHE SOIL LINE GRADE IN THE CONTAINER, UNLESS OTHERWISE NOTED.8.NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHERBEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION.9.PLANTS SHALL BE THOROUGHLY WATERED INTO THE FULL DEPTH OF EACHPLANTING HOLE IMMEDIATELY AFTER PLANTING.10.FOR 1 GALLON TREES, UTILIZE PRE-INSTALLED NURSERY STAKES IF STAKES ARE INGOOD CONDITION AS DESCRIBED ABOVE. BROKEN, CRACKED AND/OR UNSECUREDNURSERY STAKES WILL NOT BE ALLOWED. IF NEW STAKES ARE REQUIRED,INSTALL STAKES WITH MATERIALS AS SPECIFIED AS SHOWN ON THE DRAWINGS.11.FOR TREES UP TO 36" BOX SIZE, INSTALL TREE STAKES WITH MATERIALSSPECIFIED AND AS SHOWN ON THE DRAWINGS. THE STAKES SHALL BE DRIVEN INPLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OFTHE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOTBALL. TREE TIES SHALLBE FASTENED TO EACH STAKE BY TACKING THE WIRE TIE TO THE STAKE.PROTECTIVE HOSES SHALL BE IN CONTACT WITH ALL TREE TRUNK OR BRANCHAREAS PER THE DETAILS ON THE DRAWINGS.12.FOR TREES 48" BOX SIZE AND GREATER GUY ALL TREES WITH THE MATERIALSSPECIFIED AND AS SHOWN ON THE DRAWINGS.13.THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TOINSURE THE PROPER AND HEALTHY GROWTH AND THE SAFETY OF THE PLANTS,PROPERTY, AND THE PUBLIC.14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACEDRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES.15.PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, WHEN NECESSARYTO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/ORSIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING,AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE LANDSCAPEARCHITECT OR CERTIFIED ARBORIST.16. INSTALL TREE GUARDS ON ALL TREES WITHIN TURF AREAS.3.04HERBICIDE APPLICATION:A.HERBICIDE OR PESTICIDE APPLICATIONS SHALL BE PERFORMED ONLY BY PERSONNELLICENSED FOR SUCH WORK BY THE STATE OF CALIFORNIA.3.05RODENT REPELLENT:A.ONCE PLANTS HAVE BEEN PLANTED AND WATERED IN, APPLY RODENT REPELLENT FORPLANTS INDICATED ON PLANT LEGENDS ON THE DRAWINGS AROUND THE ENTIREPERIMETER OF THE PLANTING AREA AT APPLICATION RATES AND WITH METHODS ASSPECIFIED BY THE MANUFACTURER.3.07CLEAN-UP:A.AS THE PROJECT PROGRESSES ON A DAILY BASIS, THE CONTRACTOR SHALL MAINTAINALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY,REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK AND SWEEPAND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TOPLANTINGS.3.08SITE OBSERVATION & WALK-THROUGHS FOR SUBSTANTIAL COMPLETION:

A.GENERAL OBSERVATION: THE LANDSCAPE ARCHITECT WILL VISIT THE CONSTRUCTIONSITE AT INTERIM TIMES DURING THE CONSTRUCTION PROCESS TO ACCESSCONSTRUCTION PROGRESS REGARDING INSTALLATION OF LANDSCAPE MATERIAL TOBE IN COMPLIANCE WITH THE DRAWINGS, DETAILS, SPECIFICATIONS AND SITECONDITIONS. THE LANDSCAPE ARCHITECT WILL PREPARE A SITE REPORT AFTER EACHVISIT NOTING PROGRESS OF INSTALLATION, VERBAL COMMUNICATION WITH THECONTRACTOR AND IDENTIFYING ANY FIELD ADJUSTMENTS NECESSARY THAT REQUIREMODIFICATIONS TO THE DESIGNED LANDSCAPE. A COPY OF THIS SITE REPORT WILL BEDELIVERED TO BOTH THE OWNER AND THE CONTRACTOR. THE CONTRACTOR ISRESPONSIBLE TO IMMEDIATELY ADDRESS EACH ITEM ON THE SITE REPORT BEFOREPROCEEDING WITH FURTHER CONSTRUCTION.B.WALK THROUGH FOR SUBSTANTIAL COMPLETION (PUNCH LIST #1):1.BEFORE REQUESTING A WALK THROUGH FOR SUBSTANTIAL COMPLETION THEFOLLOWING REQUIREMENTS MUST BE ENTIRELY SATISFIED:a.THE ENTIRE PLANTING AREA IS COMPLETELY INSTALLED, AND WHEN LETTERSOF ACCEPTANCE AS DESCRIBED ABOVE HAVE BEEN OBTAINED FROM THELANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE. IF THECONTRACTOR FAILED TO NOTIFY THE LANDSCAPE ARCHITECT FOR ANY OFTHE ABOVE ITEMS AS LISTED ABOVE THAN THE CONTRACTOR ASSUMES FULLRESPONSIBILITY FOR ANY DESIGN MODIFICATIONS DIRECTED BY THELANDSCAPE ARCHITECT DURING THE WALK THROUGH FOR SUBSTANTIALCOMPLETION ANY OF THESE ISSUES AT NO ADDITIONAL COST TO THE OWNER.b.ALL INVOICES, PINTO TAGS AND RECEIPTS HAVE BEEN DELIVERED TO THELANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE.2.ONCE THE ABOVE REQUIREMENTS HAVE BEEN MET A WALK THROUGH FORSUBSTANTIAL COMPLETION MAY BE REQUESTED. THE FOLLOWING PROCEDURESWILL BE USED DURING THE WALK THROUGH:a.CONTRACTOR MUST HAVE (2) TWO PERSONNEL AVAILABLE WITH RADIOCOMMUNICATION FOR THE ENTIRE LENGTH OF THE WALK THROUGH.b.A VISUAL WALK THROUGH OF THE ENTIRE SITE WILL TAKE PLACE CONSISTINGOF AN EXAMINATION OF PLANTING AREAS AS COMPARED TO THE DRAWINGS,AND INSTALLATION PROCEDURES AS SHOWN ON THE DETAILS ANDSPECIFICATIONS. A PUNCH LIST WILL BE ESTABLISHED OF DEFICIENCIES INTHE CONSTRUCTION AND WORKMANSHIP OF THE LANDSCAPED AREA ASCOMPARED TO THE CONSTRUCTION DRAWINGS, DETAILS, ANDSPECIFICATIONS.3.ONCE THE WALK THROUGH FOR SUBSTANTIAL COMPLETION HAS BEEN COMPLETED THE LANDSCAPE ARCHITECT WILL PROVIDE A COPY OF ALL PUNCH LIST ITEMS TO THE OWNER FOR REVIEW AND DISTRIBUTION TO THECONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR, REPLACE, AND ADJUST ALL ITEMS ON THE PUNCH PRIOR TO REQUESTING A FINAL WALK THROUGH.C.FINAL WALK THROUGH:1.BEFORE COMMENCEMENT OF A FINAL WALK THROUGH IS REQUESTED, EACH ITEMON THE WALK THROUGH FOR SUBSTANTIAL COMPLETION (PUNCH LIST #1) MUST BETHOROUGHLY SATISFIED, ADDRESSED, AND RESOLVED BY THE CONTRACTOR.2.ONCE THE ABOVE REQUIREMENT HAS BEEN MET A FINAL WALK THROUGH MAY BEREQUESTED. THE FOLLOWING PROCEDURES WILL BE USED:b.CONTRACTOR MUST HAVE (2) TWO PERSONNEL AVAILABLE WITH RADIOCOMMUNICATION FOR THE ENTIRE LENGTH OF THE WALK THROUGH.c.UNLESS NEW ISSUES ARISE BETWEEN WALK THROUGHS, ONLY THOSE ITEMSAS INDICATED ON THE WALK THROUGH FOR SUBSTANTIAL COMPLETIONPUNCH LIST WILL BE ADDRESSED. THIS VISUAL WALK THROUGH WILL CONSISTOF WALKING THROUGH THE PUNCH LIST ITEMS CREATED AT THE TIME OF THEWALK THROUGH FOR SUBSTANTIAL COMPLETION, AND EXAMININGOUTSTANDING ITEMS. ANY REMAINING DEFICIENCIES IN THE CONSTRUCTIONAND WORKMANSHIP OF THE LANDSCAPE AS COMPARED TO THE PUNCH LISTGENERATED AT THE TIME OF THE WALK THROUGH FOR SUBSTANTIALCOMPLETION, CONSTRUCTION DRAWINGS, DETAILS AND SPECIFICATIONS WILLBE NOTED.3.ONCE THE FINAL WALK THROUGH IS COMPLETED AND ALL ITEMS CREATED ON THEFINAL PUNCH LIST HAVE BEEN ADDRESSED, THE MAINTENANCE PERIOD MAYBEGIN. ANY ADDITIONAL WALK THROUGHS REQUIRED DUE TO CONTRACTORS'INABILITY TO ADDRESS ALL ISSUES ON THE PUNCH LISTS DESCRIBED ABOVE WILLBE PROVIDED AT THE CONTRACTOR'S EXPENSE.

DIAL TOLL FREE1-800-422-4133AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

FOR APPROVAL
462 STEVENS AVENUE, SUITE 107SOLANA BEACH, CA 92075-2042619-294-8484; FAX 619-574-0626 APPROVAL VALID FOR TWO (2) YEARS FROM DATE
16LANDSCAPE PLANS FOR:YYXX-XXXXXPLANNING PROJECT NO.SDPXX-XXXXMF XXXX 12/08/2025
BrettJ.AllenNo.6595
LICENSEDLANDSCAPEARCHITECTSTATEOFCALIFORNIA12/08/2025RENEWAL DATE: 12-31-25SIGNATURE PART 3 - EXECUTION3.01MAINTENANCE REQUIREMENTS DURING THE ONE HUNDRED TWENTY (120) DAY MAINTENANCE PERIOD:A.TREES:1.TREE MAINTENANCE AND CARE IS CONSIDERED ROUTINE ONGOING MAINTENANCE AND SHALL BEACCOMPLISHED AS SPECIFIED OR AS OFTEN AS NECESSARY DURING THE MAINTENANCE PERIOD. TREEMAINTENANCE AND CARE INCLUDES, STAKING TREES, ADJUSTMENT OF TIES AND SUPPORTS, REMOVALOF STAKES, WATERING, FERTILIZATION, PEST CONTROL, PRUNING, TURF CLEARANCE, MULCHCLEARANCE, REMOVAL OF BROKEN LIMBS AND BRANCHES, TREE REMOVAL/REPLACEMENT, AND FALLCLEANUP.2.THE CONTRACTOR SHALL MAINTAIN AND/OR REPLACE TREE STAKING AND GUYING AS NECESSARY ASSPECIFIED IN SECTION 329300 LANDSCAPING FOR THE DURATION OF THE MAINTENANCE PERIOD.STAKES, TIES AND SUPPORTS SHALL BE INSPECTED AND ADJUSTED MONTHLY TO PREVENT GIRDLINGAND RUBBING, AND TO PROMOTE NATURAL DEVELOPMENT OF TREES. STAKES, TIES, AND SUPPORTSSHALL BE REMOVED WHEN THE TREE BECOMES CAPABLE OF SUPPORTING ITSELF.3.TREES SHALL BE PRUNED ACCORDING TO THEIR NATURAL GROWTH CHARACTERISTICS TO EVENLY FORMAND BALANCE THE TREE AND TO PROMOTE PROPER HEALTH AND GROWTH IN ACCORDANCE WITHACCEPTED STANDARDS AND HORTICULTURAL PRACTICES OF THE NATIONAL ABORICULTURE SOCIETY, OFTHE WESTERN CHAPTER. ALL TREE MAINTENANCE MUST BE PERFORMED IN COMPLIANCE WITH ANSIZ133.1 SAFETY STANDARDS. TREE PRUNING SHALL INCLUDE ALL AREAS OF THE PROJECT, WHICH AREPERMANENTLY AND/OR TEMPORARILY IRRIGATED FOR THE DURATION OF THE MAINTENANCE PERIOD.ALL SUCKER GROWTH SHALL BE REMOVED FROM AND AROUND THE TREES. ALL TREES ARE TO BEINSPECTED MONTHLY TO IDENTIFY PRUNING NEEDS. PRUNING OR TRIMMING SHALL BE ACCOMPLISHEDAT ANY TIME DURING THE MAINTENANCE PERIOD AS REQUIRED IN ACCORDANCE WITH CONDITIONS (A)THROUGH (H) BELOW:a.REMOVE DEAD, DAMAGED OR DISEASED WOOD, OR STRUCTURALLY WEAK LIMBS THAT MAY CAUSE ASAFETY HAZARD. REMOVE INTERFERING BRANCHES, CROSSING AND RUBBING BRANCHES.b.REMOVE BRANCHES WHICH ENDANGER ROOFS, EAVES, AND WINDOWS OR HANG WITHIN EIGHT FEETOF SIDEWALKS, DRIVEWAYS, AND WHICH OBSTRUCT TRAFFIC SIGNS OR STREETLIGHTS. THISINCLUDES REMOVAL OF DEAD OR BROKEN BRANCHES ON THE GROUND OR STILL HANGING IN THETREE.c.PROVIDE CLEARANCE FOR BUSES, MOVING VANS AND SIMILAR VEHICLES ALONG STREETS.d.ELIMINATE AND PREVENT GROWTH INTO ELECTRICAL OR TELEPHONE TRANSMISSION LINES.ANTICIPATE THE EFFECTS OF WIND ON BRANCHES, WHICH MIGHT FALL ON TRANSMISSION LINES.SHAPE THE ENTIRE TREE RATHER THAN NOTCH THE TOP.e.PREVENT GROWTH OF TREES IN FRONT OF WINDOWS, OVER ENTRANCEWAYS AND WALKWAYS ANDWHICH WILL OBSTRUCT VISION AT STREET INTERSECTIONS.f.REMOVE PARTIALLY ATTACHED BROKEN LIMBS AND BRANCHES FROM TREES REGARDLESS OFDIAMETER OR LENGTH. PROVIDE STAKES OR BRACES AS REQUIRED FOR FUTURE PROTECTION.g."SKIRTING-UP" AND "POLLARDING" A TREE IS PROHIBITED.h.TOPPING OF TREES IS PROHIBITED.C.WEEDS, RODENT AND PEST CONTROL:1.WEED AND PEST CONTROL SHALL BE PERFORMED TO PREVENT ENCROACHMENT OF UNDESIRABLEVEGETATION AND NOXIOUS WEEDS, AND INFESTATION OF PEST (RODENT, INSECT AND FUNGUS) INTOESTABLISHED LANDSCAPES, INCLUDING LAWNS AND AROUND TREES, SHRUBS, FLOWER BEDS, ETC.NOXIOUS WEEDS IN LANDSCAPED AND NATURAL GROWTH AREAS, PLANT BEDS AND LANDSCAPED AREASSHALL NOT BE ALLOWED TO ESTABLISH THEMSELVES AND BE MAINTAINED WEED FREE. ADDITIONALLY,WEED CONTROL IS TO BE PERFORMED TO ELIMINATE GRASS AND WEEDS IN CRACKS AND JOINTS ON ALLPAVED AND CONCRETED AREAS. WEED CONTROL IS TO BE PERFORMED TO PREVENT THEENCROACHMENT OF VEGETATION INTO PERIMETER FENCES AND FIRE BREAKS. RODENT CONTROL SHALLBE PERFORMED AS REQUIRED TO MAINTAIN HEALTHY VIGOROUS PLANT GROWTH. LIVE OR DEADRODENTS SHALL BE REMOVED WITHIN 24 HOURS FROM THE PROJECT PROPERTY AND PROPERLYDISPOSED OF. TREES, SHRUBS, TURF AND VEGETATION SHALL BE PROTECTED FROM ALL VARIETIES OFINSECT AND RODENT DAMAGE. PESTICIDES MAY BE USED TO CONTROL PESTS. PESTICIDES ANDHERBICIDES SHALL BE USED IN A MANNER WHICH WILL NOT AFFECT LANDSCAPE PLANTS HEALTH.2.ALL PESTICIDES, INCLUDING HERBICIDES, INSECTICIDES, FUNGICIDES, ETC., SHALL BE APPLIED ONLY BYPERSONS HOLDING A VALID STATE LICENSE FOR EACH CATEGORY OF PEST CONTROL WORK INVOLVED.ANY REQUIRED STATE, COUNTY, OR LOCAL PERMITS FOR POSSESSION, PROCUREMENT, OR USE OF ANYPESTICIDE SHALL BE OBTAINED AND COMPLIED WITH AT NO ADDITIONAL EXPENSE TO THE OWNER.3.ALL PESTICIDES SHALL BE PROCURED, TRANSPORTED, STORED, HANDLED, AND APPLIED IN STRICTACCORDANCE WITH THE MANUFACTURER'S LABEL, WHICH SHALL BE REGISTERED WITH THEENVIRONMENTAL PROTECTION AGENCY AND THE STATE OF CALIFORNIA. THE CONTRACTOR SHALLCOMPLY WITH THE REQUIREMENTS OF THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT, 40CFR 170-171, CCR TITLE 3, AND CCR TITLE 8. ALL PESTICIDE CONTAINERS SHALL BE MANAGED INACCORDANCE WITH THE REQUIREMENTS OF CCR TITLE 3, SECTION 6684 AND DISPOSED OF INACCORDANCE WITH CCR TITLE 22. EACH PESTICIDE FORMULATION SHALL BE REGISTERED FOR USEUNDER THE PARTICULAR ENVIRONMENTAL CONDITIONS UNDER WHICH IT WAS APPLIED. THECONTRACTOR SHALL EXERCISE EXTREME CARE TO PREVENT ANY DAMAGE OR ILLEGAL CONTAMINATIONBY PESTICIDES TO VEGETATION, WATER, FISH, ANIMALS, AND HUMANS. THE CONTRACTOR SHALL BEHELD RESPONSIBLE AND LIABLE FOR ALL DAMAGE, CONTAMINATION, AND EFFECTS RESULTING FROMCONTRACTOR'S PESTICIDE USE.4.PESTICIDE SPRAYING SHALL BE PERFORMED ONLY ON STILL DAYS AND WILL BE STOPPED WHENUNFAVORABLE WEATHER OR OTHER CONDITIONS EXIST WHICH WOULD UNDULY INCREASE THE HAZARDTO PERSONNEL OR DESIRABLE VEGETATION BY DRIFT, RUNOFF, OR LEACHING THROUGH THE SOIL. ANYPROJECT PROPERTY OR DESIRABLE VEGETATION DAMAGED BY THE CONTRACTOR DUE TO PESTICIDEAPPLICATIONS SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER.5.PESTICIDE RINSE WATER OR EXCESS PESTICIDES FROM CONTRACTOR OPERATIONS SHALL BECOLLECTED BY THE CONTRACTOR IN AN APPROPRIATE RECEPTACLE AND DISPOSED OF AT ANAPPROVED DISPOSAL SITE; OR SHALL BE APPLIED TO A SIMILAR TARGET AREA TO WHICH THE ORIGINALAPPLICATION WAS MADE AND IN THE SAME MANNER OF APPLICATION IF ALLOWED BY THE EPAREGISTERED LABEL.6.JOB SITE PESTICIDE APPLICATIONS SHALL BE MADE BY PERSONNEL CAPABLE OF IDENTIFYING THE PESTSPECIES TO BE CONTROLLED, KNOWLEDGEABLE OF CONTROL TECHNIQUES, AND ABLE TO APPLYPESTICIDE ACTIVE INGREDIENTS AT PRESCRIBED DOSAGES AND RATES OF APPLICATION, AS REQUIREDBY THE LABEL TO ACHIEVE THE REQUIRED CONTROL UNDER JOB SITE CONDITIONS, WITHOUT DANGER TOPEOPLE, PETS OR OTHER NON-TARGET ANIMALS, PLANTS, OR PROPERTY.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A SPILL KIT ON SERVICE VEHICLES AND FORREPORTING AND CLEANING PESTICIDE SPILLS AS REQUIRED BY STATE LAWS AND REGULATIONS. THECONTRACTOR SHALL SUBMIT A WRITTEN REPORT OF SPILLS ON OR IN PROJECT PROPERTY, WITHIN 8HOURS OF INCIDENT TO THE OWNER ON COMPANY LETTERHEAD.

D. IRRIGATION AND IRRIGATION SYSTEM MAINTENANCE:1.THE CONTRACTOR SHALL PLAN AND ADJUST IRRIGATION SCHEDULES FOR AUTOMATIC, HAND ORPORTABLE IRRIGATION SYSTEMS BASED ON MINIMAL WATER REQUIREMENTS WITH THE FOLLOWINGCONSIDERATIONS:a.THE PRECIPITATION RATES OF IRRIGATION COMPONENTSb.SOIL WATER INFILTRATION RATE AND HOLDING CAPACITYc.EXPOSUREd.PLANT MATERIALe.SITE CLIMATE CONDITIONSf.ET (EVAPOTRANSPIRATION) RATEg.SLOPEIT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ADJUST CONTROLLERS AND/OR HAND/PORTABLEIRRIGATION APPLICATION TO COMPENSATE FOR WEEKLY ENVIRONMENTAL CHANGES FOR THE DURATIONOF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL PERFORM IRRIGATION IN A MANNER THATPROMOTES THE HEALTH, GROWTH, COLOR AND APPEARANCE OF CULTIVATED VEGETATION WHILEPREVENTING OVER WATERING, WATER RUN-OFF, EROSION2.IRRIGATION INCLUDES WATERING OF SHRUBS, VINES, TREES AND PLANTS FOR PERMANENTLYIRRIGATED SLOPES AND FLAT AREAS. CARE SHALL BE EXERCISED BY REGULATING THE TIME ANDEQUIPMENT TO PREVENT WASTING OF WATER. SPRINKLER HEADS SHALL BE ADJUSTED TO PREVENTWATER SPRAY ON BUILDINGS, SIDEWALKS, WALLS, MONUMENTS AND ADJACENT HARDSCAPE. IT SHALLBE THE CONTRACTOR'S RESPONSIBILITY TO APPLY ENOUGH WATER TO ENSURE AND MAINTAIN THEHEALTH AND VIGOR OF ALL SHRUBS, TREES, AND PLANTED AREAS. IRRIGATION CONTROLLERS SHALL BEPROGRAMMED FOR NO IRRIGATION DURING PERIODS OF RAIN THAT EXCEED TWELVE HOURS OFRAINFALL IN ONE DAY OR DURING RAIN STORMS OF ONE DAY OR MORE. ONCE RAIN HAS SUBSIDEDCONTROLLERS SHALL BE REPROGRAMMED FOR IRRIGATION OPERATIONS. CONTROLLERS SHALL ALSOBE CHECKED AND RESET IF NECESSARY AFTER POWER OUTAGES.3.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT NECESSARY TO PERFORM ALL IRRIGATIONOPERATIONS. FOR TEMPORARILY IRRIGATED SLOPES, FLAT AREAS AND TREES WITHIN FUTURE PRIVATELOTS THAT REQUIRE MANUAL IRRIGATION, THE CONTRACTOR SHALL PROVIDE HOSES AND IRRIGATIONEQUIPMENT TO ADEQUATELY IRRIGATE THIS PLANT MATERIAL FOR THE DURATION OF THE MAINTENANCEPERIOD. IN THE EVENT THAT AN AREA HAS NO WATER SUPPLY DUE TO A SYSTEM FAILURE, THECONTRACTOR SHALL PROVIDE A SUPPLY BY EITHER HOSE OR TRUCK. ALL VALVES AND VALVE BOXCOVERS SHALL BE KEPT CLOSED AT ALL TIMES EXCEPT WHEN IN ACTUAL USE.4.IRRIGATION EQUIPMENT SHALL BE KEPT CLEAR OF ANY OBSTRUCTIONS INCLUDING PLANT MATERIAL.DIRT OR OTHER DEBRIS SURROUNDING SPRINKLER HEADS, WHICH PREVENTS PROPER OPERATION,SHALL BE REMOVED. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO PROJECTPROPERTY CAUSED BY CARELESS HANDLING OF IRRIGATION EQUIPMENT INCLUDING SLOPE FAILURE ATNO ADDITIONAL COST TO THE OWNER.5.THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF ALL COMPONENTS OF THEIRRIGATION SYSTEM FOR THE DURATION OF THE MAINTENANCE PERIOD. THIS INCLUDES IRRIGATIONEQUIPMENT ITEMS AS SHOWN ON THE ORIGINAL IRRIGATION DRAWINGS. MAINTENANCE AND REPAIRSOF IRRIGATION EQUIPMENT DURING THE MAINTENANCE PERIOD SHALL BE DONE AT NO ADDITIONALCOST TO THE OWNER. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:a.REPAIR OR REPLACE BROKEN, MISSING, OR INOPERATIVE POP-UP SPRAY HEADS AND POP-UPROTORS.b.REPAIR OR REPLACE DEFECTIVE SPRINKLER HEAD RISERS, ROTORS ON RISERS, FITTINGS, SWINGARMS AND BREAKS IN PIPING. ADJUST AND ALIGN RISERS. REPAIRS SHALL INCLUDE ALL FITTINGSAS SPECIFIED IN THE ORIGINAL IRRIGATION DRAWINGS.c.CLEAN AND ADJUST POP-UP SPRAYHEADS, POP-UP ROTORS, SPRINKLER HEAD RISERS ANDROTORS ON RISERS AND THEIR GEARS AND/OR MECHANISMS, CHECK AND ADJUST FOR PROPERCOVERAGE.d.REMOVE DIRT AND DEBRIS FROM AROUND POP-UP SPRAY HEADS AND POP-UP ROTORS.e.REPAIR OR REPLACE DEFECTIVE OR MALFUNCTIONING CONTROL VALVES (ELECTRIC AND/ORMANUAL) FLOW SENSORS AND MASTER VALVES. CLEAN AND SERVICE VALVES. THE CONTRACTORSHALL REPLACE ANY DAMAGED OR MISSING VALVE BOXES OR VALVE LIDS. VALVE BOX LIDS SHALLBE KEPT IN PLACE AT ALL TIMES. BARRICADES SHALL BE PLACED OVER ANY VALVE BOXES WITHMISSING LIDS UNTIL REPLACED. VALVE BOXES SHALL BE KEPT LEVEL WITH EXISTING GRADE ASSHOWN ON THE DRAWINGS.f.MAINTAIN, SERVICE, REPAIR OR REPLACE CENTRAL CONTROLLER SYSTEMS AS SPECIFIED BY THEPRODUCT MANUFACTURER.g.SYSTEM REPAIRS AND REPLACEMENT SHALL BE ACCOMPLISHED WITH NEW PARTS ANDEQUIPMENT THAT ARE IDENTICAL TO EXISTING.h.THE CONTRACTOR IS RESPONSIBLE FOR REQUIRED IRRIGATION BY ANY MEANS DURING THEPERIODS OF SYSTEM BREAKDOWN.E.FERTILIZER APPLICATION DURING THE MAINTENANCE PERIOD:1.APPLY FERTILIZER IN A MANNER THAT PROMOTES HEALTH, GROWTH, COLOR AND APPEARANCE OFCULTIVATED VEGETATION AT APPLICATIONS RATES DESCRIBED IN SECTIONS 329300 LANDSCAPING FORTHE DURATION OF THE MAINTENANCE PERIOD.F. FALLEN VEGETATION AND DEBRIS REMOVAL:1.THE CONTRACTOR SHALL POLICE THE ENTIRE PROJECT AREA INCLUDING ALL PAVED AREAS, PLANTERS,LAWN AREAS, SIDEWALKS (INCLUDING COMMON AREA SIDEWALKS) AND TRASH ENCLOSURES ANDCOLLECT FALLEN LEAVES, BRANCHES AND LIMBS REGARDLESS OF LENGTH OR DIAMETER, DEADVEGETATION, PAPER, TRASH, CIGARETTE BUTTS, GARBAGE, ROCKS, AND ANY AND ALL OTHER DEBRISTO PREVENT UNSIGHTLY AND INORDINATE ACCUMULATIONS DURING NORMAL MAINTENANCE WORKINGHOURS. SIDEWALKS SHALL BE SWEPT OR WASHED AS NECESSARY TO KEEP FREE OF TRASH ANDGRAFFITI. COLLECTED ITEMS SHALL BE PROMPTLY REMOVED AND TAKEN TO A LEGAL DISPOSAL SITE.G.REMOVAL OF DEAD ANIMALS:1.REMOVAL AND LEGAL DISPOSAL OF ANIMAL CARCASSES ARE CONSIDERED A NORMAL MAINTENANCETASK FOR THE DURATION OF THE MAINTENANCE PERIOD. DEAD CARCASSES SHALL BE LEGALLYREMOVED IMMEDIATELY WHEN DISCOVERED BY THE CONTRACTOR.H.EROSION CONTROL:

3.09MAINTENANCE PERIOD:A.THE MAINTENANCE PERIOD SHALL LAST FOR NINETY (90) DAYS AFTER NOTIFICATION FROM THE LANDSCAPEARCHITECT OF A SUCCESSFUL FINAL WALK THROUGH AND WILL BEGIN ONCE ALL ITEMS ON THE FINAL WALKTHROUGH PUNCH LIST HAVE BEEN SATISFACTORILY ADDRESSED BY A WRITTEN STATEMENT INDICATINGSUCH FROM THE LANDSCAPE ARCHITECT TO THE OWNER.1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND FOLLOWING ANY MAINTENANCE MANUALSCREATED SPECIFICALLY FOR THE PROJECT FROM THE OWNER AT THE BEGINNING OF THEMAINTENANCE PERIOD.2.ONCE THE CONTRACTOR HAS FULFILLED ALL MAINTENANCE AGREEMENT OBLIGATIONS THEMAINTENANCE PERIOD WILL END SEE SECTION 320533 LANDSCAPE MAINTENANCE, FOR MAINTENANCERESPONSIBILITIES.END OF SECTION 329300 SECTION 32 05 33LANDSCAPE MAINTENANCEPART 1 - GENERAL1.01SUMMARYA.THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARYTO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE CONDITIONS OF THECONTRACT AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN.1.02RELATED REQUIREMENTS:A.SECTION 32 93 00 LANDSCAPING1.03DEFINITIONS:A.PESTICIDE: INCLUDES ANY OF THE FOLLOWING:4.FUMIGANT5.HERBICIDE6.INSECTICIDE7.FUNGICIDE8.RODENT REPELLENTS.B.PLANTING BED: AN AREA COMPRISED OF TREES, SHRUBS, FLOWERS, OR GROUND COVER, EXCLUDINGGRASS.1.04DELIVERY, STORAGE AND HANDLING OF MATERIALS FOR PERMENANTLY IRRIGATED SLOPES AND FLATAREAS:C.FERTILIZER, GYPSUM, AND IRON SULPHATE: DELIVER TO THE SITE IN ORIGINAL CONTAINERS BEARINGMANUFACTURER'S CHEMICAL ANALYSIS, NAME, TRADE NAME, OR TRADEMARK, AND INDICATION OFCONFORMANCE TO STATE AND FEDERAL LAWS. INSTEAD OF CONTAINERS, FERTILIZER, AND GYPSUM MAYBE FURNISHED IN BULK WITH A CERTIFICATE INDICATING THE ABOVE INFORMATION.B. PESTICIDES: DELIVER TO THE SITE IN ORIGINAL CONTAINERS WITH LEGIBLE LABEL INDICATINGENVIRONMENTAL PROTECTION AGENCY (EPA) REGISTRATION NUMBER AND MANUFACTURER'S REGISTEREDUSES.1.05STORAGE FOR PERMANENTLY IRRIGATED SLOPES AND FLAT AREAS:A.FERTILIZER, GYPSUM, IRON SULPHATE, AND MULCH: STORE IN DRY LOCATIONS AWAY FROM CONTAMINANTS.B.PESTICIDES: DO NOT STORE WITH OTHER MAINTENANCE MATERIAL. STORE HERBICIDES "DOWNWIND,"RELATIVE TO THE AIRFLOW FROM OTHER PESTICIDES.1.06HANDLING FOR PERMANENTLY IRRIGATED SLOPES AND FLAT AREAS:A.DO NOT DROP OR DUMP MATERIALS FROM VEHICLES.PART 2 - PRODUCTS2.01PH ADJUSTERS:A.SEE SPECIFICATION SECTION: 32 93 00 LANDSCAPING2.02SOIL CONDITIONERS:A.SEE SPECIFICATION SECTION: 32 93 00 LANDSCAPING2.03PLANTING BACKFILL:A.SEE SPECIFICATION SECTION: 32 93 00 LANDSCAPING2.04FERTILIZERS:A.SEE SPECIFICATION SECTION: 32 93 00 LANDSCAPING2.05WATER:A.SEE SPECIFICATION SECTION: 32 93 00 LANDSCAPING2.06PESTICIDES:A.SEE SPECIFICATION SECTION: 32 93 00 LANDSCAPING

1.THE CONTRACTOR IS RESPONSIBLE FOR DAILY VISUAL INSPECTION OF SLOPES AND IMMEDIATELYREPORTING AREAS EXPERIENCING EROSION TO THE LANDSCAPE ARCHITECT AND/OR OWNER'SREPRESENTATIVE ON THE SAME DAY NOTICED. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPEARCHITECT AND/OR OWNER'S REPRESENTATIVE OF AREAS EXPERIENCING EROSION ON THE SAME DAYNOTICED, THEN THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY EROSION CONTROLMEASURES AND/OR REPAIRS AS DIRECTED BY THE LANDSCAPE ARCHITECT AND/OR OWNER'SREPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER.2.UPON NOTIFICATION AND AGREEMENT OF THE APPLICABLE EROSION CONTROL MEASURE BY THELANDSCAPE ARCHITECT, THE OWNER AND THE CONTRACTOR, THE CONTRACTOR IS RESPONSIBLE FORIMMEDIATELY REPAIRING AND CORRECTING ANY PROGRESSIVE RILLING THAT MAY OCCUR.3.EROSION CONTROL MEASURES MAY INCLUDE BUT NOT BE LIMITED TO:a.FILLINGb.RAKINGc.REDIRECTING RUNOFFd.PROPERLY PROGRAMMING IRRIGATION OPERATIONSe.REPLANTINGf.PROVIDING ADDITIONAL EROSION CONTROL MATERIALS SUCH AS: .1 JUTE MATTING .2 FILTER FABRIC .3 HAY BALES .4 HAY ROLLS .5 SILT FENCING .6 SAND BAGS .7 AND/OR OTHER EROSION CONTROL ITEMS AS REQUIRED TO MAINTAIN HEALTHY PLANTMATERIAL AND STABLE SLOPES.4.ADDITIONAL EROSION CONTROL MEASURES REQUIRED DUE TO IRRIGATION OPERATIONS PROGRAMMEDBY THE CONTRACTOR THAT DID NOT TAKE INTO ACCOUNT CYCLE AND SOAK FUNCTIONS OF THECONTROLLER WILL BE INSTALLED AND/OR REPAIRED AS DIRECTED BY THE LANDSCAPE ARCHITECTAND/OR OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER.I.FREQUENCY OF MAINTENANCE OPERATIONS:TASK: FREQUENCY:SHRUB AND VINE RESTORATION AND REPLACEMENT:AS REQUIREDWEEDING: DAILYPRUNING: AS REQUIREDTREE REPLACEMENT: AS REQUIREDTREE STAKING: AS REQUIREDPESTICIDE APPLICATIONS: AS REQUIREDDEBRIS REMOVAL & DISPOSAL: AS REQUIREDIRRIGATION SYSTEM MAINTENANCE: AS REQUIREDFERTILIZER APPLICATION: AS REQUIREDFALLEN VEGETATION AND DEBRIS REMOVAL: TWICE WEEKLYREMOVAL OF DEAD ANIMALS: AS REQUIREDRE-MULCHING (MAINTAINED AT 3 INCHES): AS REQUIREDEROSION CONTROL:AS REQUIREDJ.AT THE END OF THE ONE HUNDRED TWENTY (120) DAY MAINTENANCE PERIOD, THE CONTRACTOR SHALLREQUEST A POST-MAINTENANCE WALK THROUGH WITH THE LANDSCAPE ARCHITECT. PRIOR TO REQUESTINGTHIS WALK THROUGH THE FOLLOWING REQUIREMENTS MUST BE ENTIRELY SATISFIED:8.ANY OUTSTANDING MAINTENANCE ITEMS THAT WERE PREVIOUSLY DIRECTED TO BE COMPLETED BYTHE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE.K.PRELIMINARY POST MAINTENANCE WALK THROUGH: ONCE THE ABOVE REQUIREMENTS HAVE BEEN MET APRELIMINARY POST MAINTENANCE WALK THROUGH MAY BE SCHEDULED. AT THE PRELIMINARY POSTMAINTENANCE WALK THROUGH, THE FOLLOWING PROCEDURES WILL BE USED:1.CONTRACTOR MUST HAVE (2) TWO PERSONNEL AVAILABLE WITH RADIO COMMUNICATION FOR THEENTIRE LENGTH OF THE WALK THROUGH.2.A VISUAL WALK THROUGH OF THE ENTIRE LANDSCAPE AREA WILL TAKE PLACE CONSISTING OF ANEXAMINATION OF PLANTING AREAS AND NOTING ANY REMAINING MAINTENANCE ITEMS TO BECOMPLETED.3.ONCE THE PRELIMINARY POST MAINTENANCE WALK THROUGH HAS BEEN COMPLETED, THE LANDSCAPEARCHITECT SHALL PREPARE A PUNCH LIST OF OUTSTANDING ITEMS TO BE COMPLETED AND WILLPROVIDE A COPY OF THIS LIST TO THE OWNER AND CONTRACTOR FOR REVIEW AND USE. IT IS THECONTRACTOR'S RESPONSIBILITY TO REPAIR, REPLACE, AND ADJUST ALL ITEMS ON THE PUNCH LISTPRIOR TO REQUESTING A FINAL POST MAINTENANCE WALK THROUGH.L.FINAL POST MAINTENANCE WALK THROUGH: BEFORE COMMENCEMENT OF A FINAL POST MAINTENANCEWALK THROUGH, EACH ITEM ON THE PRELIMINARY POST MAINTENANCE WALK THROUGH PUNCH LIST MUSTBE THOROUGHLY SATISFIED, ADDRESSED, AND RESOLVED BY THE CONTRACTOR. ONCE THE ABOVEREQUIREMENT HAS BEEN MET A FINAL POST MAINTENANCE WALK THROUGH MAY BE REQUESTED. AT THEFINAL POST MAINTENANCE WALK THROUGH, THE FOLLOWING PROCEDURES WILL BE USED:1.CONTRACTOR MUST HAVE (2) TWO PERSONNEL AVAILABLE WITH RADIO COMMUNICATION FOR THEENTIRE LENGTH OF THE WALK THROUGH.2.ONLY THOSE ITEMS AS INDICATED ON THE PRELIMINARY POST MAINTENANCE WALK THROUGH PUNCHLIST WILL BE ADDRESSED. THIS VISUAL WALK THROUGH WILL CONSIST OF WALKING THROUGH THEPUNCH LIST ITEMS CREATED AT THE TIME OF THE PRELIMINARY POST MAINTENANCE WALK THROUGH,AND EXAMINING OUTSTANDING ITEMS. ANY REMAINING DEFICIENCIES IN THE MAINTENANCE OF THEWETLANDS MITIGATION WILL BE NOTED.3.ONCE THE FINAL POST MAINTENANCE WALK THROUGH IS COMPLETED AND ANY OUTSTANDING ITEMSCREATED ON THE FINAL PUNCH LIST HAVE BEEN ADDRESSED THE MAINTENANCE PERIOD MAY END.ANY ADDITIONAL WALK THROUGHS REQUIRED DUE TO CONTRACTORS' INABILITY TO ADDRESS ALLISSUES ON THE PUNCH LISTS DESCRIBED ABOVE WILL BE PROVIDED AT THE CONTRACTOR'S EXPENSE. END OF SECTION 32 05 33 16

San Marcos City CouncilJanuary 27, 2026

San Marcos City Council
January 27, 2026