PROJECT SITE
Kimley-Hornand Associates, Inc.©
ITEM SYMBOLSTD DWGQTY
CITY OF SAN MARCOSCITY OF SAN MARCOSRANCHO CORONADO PARK IMPROVEMENTS(CIP NO. PK006) ’”
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Kimley-Hornand Associates, Inc.©
WATER
SEWER
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SANTA BARBARA DRRANCHO CORONADO NORTH ENTRANCE CL GEOMETRIC DATA Kimley-Hornand Associates, Inc.©
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SHEET LEGEND
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RANCHO CORONADO NORTH ENTRANCE
RANCHO CORONADO NORTH ENTRANCE
B
A
ADDITIVE ALTERNATE
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GENERAL NOTES
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5 MATCHLINE SEE BELOW RIGHT
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684688692696
684688692696
16 17
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SIGN LEGENDONLYPARKINGMINIMUMFINE $250
ROADWAY CENTERLINE PROFILE
674676680684688692696
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17 18 19 20 20
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SANTA BARBARA DRTREASURE DR
668672676680684688692
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2021 22 23 24
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CROSS GUTTER STAKING DETAILACCESSIBLE PARKING AND FIELD ACCESS STAKING DETAIL Kimley-Hornand Associates, Inc.©
AWATER CONNECTION DETAILBCONCRETE MANHOLE RISER SUMP DETAILPLAN VIEWPROFILE VIEWISOMETRIC VIEW
CFIELD GRADING TRANSITION DETAIL
EFIELD GRADING ALTERNATIVE GRADING DETAILDTYPICAL LODGE POLE FENCE GATE TIE INNOT TO SCALE NOT TO SCALE
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SOD TURF MIX AND SAND LAYER - ADDITIVE ALTERNATE INCLUDED
SOD TURF MIX AND SAND LAYER - ADDITIVE ALTERNATE NOT INCLUDED Kimley-Hornand Associates, Inc.©
AFIELD GRADING TRANSITION DETAIL
BREDWOOD HEADER DETAIL
CCROSS GUTTER CHANNEL OUTLET DETAILNOT TO SCALE
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E TREATED RAILROAD TIE DETAILNOT TO SCALEFCONCRETE EDGER DETAILNOT TO SCALEGSENTINEL 40' MANUAL DOUBLE SWING BARRIER GATENOT TO SCALE TREESCODEQTY BOTANICAL / COMMON NAMECONTHEIGHT/SPREADCAL.WUCOLSPM8 PLATANUS MEXICANA / MEXICAN SYCAMORE24" BOX10-12` HT. X 4-5` SPR.2" CAL.MODERATEGROUND COVERSQTYBOTANICAL / COMMON NAMECONT.SPACINGWUCOLS73,739 SFTURF / ROLLED SOD TURF MIXTURFSOD SHALL BE A BERMUDA WITHPERENNIAL RYEGRASS SOD BY WESTCOAST TURF, OR APPROVED EQUALCONTACT: ANTHONY PULIZZANO760-834-5121,[email protected] PLANT SCHEDULE BID 1
GROUND COVERSQTYBOTANICAL / COMMON NAMECONT.68,834 SFTURF / ROLLED SOD TURF MIXTURFSOD SHALL BE A BERMUDAWITH PERENNIAL RYEGRASSSOD BY WEST COAST TURF,OR APPROVED EQUALCONTACT: ANTHONYPULIZZANO 760-834-5121,[email protected] Associates, Inc.©
1.THE TERM “LANDSCAPE ARCHITECT” USED HEREIN SHALL MEAN THE LANDSCAPE ARCHITECT WHOHAS SIGNED AND SEALED THESE PLANS AND IS IN RESPONSIBLE CHARGE OF THE LANDSCAPEARCHITECTURE DESIGN. THE TERM “CONTRACTOR” USED HEREIN SHALL MEAN ANY GENERALCONTRACTOR OR SUBCONTRACTOR USING THESE PLANS. ANY AGENCY SIGNATURE ORAPPROVAL ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES.2.THE LANDSCAPE ARCHITECT WILL NOT PROVIDE, OBSERVE, COMMENT ON NOR ENFORCE ANYSAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, ANDMAINTAIN ALL SAFETY MEASURES AND SHALL BE SOLELY RESPONSIBLE FOR SAME ANDCOMPLYING WITH ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, ANDREGULATIONS. THE CONTRACTOR AGREES THAT SHE/HE SHALL ASSUME SOLE AND COMPLETERESPONSIBILITY FOR JOBSITE CONDITIONS AND SAFETY OF ALL PERSONS AND PROPERTY DURINGTHE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.3.THE LANDSCAPE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR ANY OF THE CONTRACTOR'SMEANS AND METHODS OF CONSTRUCTION, TECHNIQUES, EQUIPMENT CHOICE AND USAGE,SEQUENCE, SCHEDULE, SAFETY PROGRAMS, OR SAFETY PRACTICES, NOR SHALL THE LANDSCAPEARCHITECT HAVE ANY AUTHORITY OR RESPONSIBILITY TO STOP OR DIRECT THE WORK OF ANYCONTRACTOR.4.THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE LANDSCAPE ARCHITECT ANDOWNER, THEIR AGENTS AND EMPLOYEES, HARMLESS FROM ANY AND ALL CLAIMS, DEMANDS,JUDGMENTS, LOSS, DAMAGES, COSTS, EXPENSES, FEES OR LIABILITY WHATSOEVER, REAL ORALLEGED, IN CONNECTION WITH, IN WHOLE OR IN PART, DIRECTLY OR INDIRECTLY, THEPERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLENEGLIGENCE OF THE OWNER OR THE LANDSCAPE ARCHITECT.5.IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS, THE CONTRACTOR SHALL REQUEST INWRITING FROM THE LANDSCAPE ARCHITECT AND THE OWNER, AN INTERPRETATION BEFOREDOING ANY RELATED OR IMPACTED WORK.6.THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO PROTECT THE PROPERTY FROM ANYEROSION AND SILTATION THAT RESULT FROM CONTRACTOR OPERATIONS BY APPROPRIATEMEANS UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCEBY WHOMEVER IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE.7.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO STARTING WORK NEAR THEIRFACILITIES AND SHALL COORDINATE WORK WITH UTILITY COMPANY REPRESENTATIVES.8.THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESEPLANS WERE OBTAINED FROM A SEARCH OF READILY AVAILABLE RECORDS. NO REPRESENTATIONIS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID UTILITY INFORMATION. THECONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINESSHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ALLDAMAGES THERETO CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE APPROPRIATESPECIFICATIONS AND STANDARDS AT THE SOLE EXPENSE OF THE CONTRACTOR.9.THE LOCATION, ELEVATIONS, SIZE, TYPE AND CONDITION OF EXISTING IMPROVEMENTS ADJACENTTO THE PROPOSED WORK INDICATED ON THESE PLANS SHALL BE CONFIRMED BY THECONTRACTOR BY FIELD MEASUREMENTS AND OBSERVATIONS PRIOR TO CONSTRUCTION OF NEWWORK. THE CONTRACTOR WILL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT IN WRITING IFANY DISCREPANCIES OR CONFLICTING INFORMATION IS FOUND.10.THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTINGUNDERGROUND FACILITIES AS NEEDED, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMITREVISIONS TO PLANS IF REVISIONS ARE NECESSARY DUE TO THE ACTUAL LOCATION, SIZE, TYPE,OR CONDITION OF EXISTING FACILITIES DIFFERING FROM WHAT IS SHOWN ON THESE PLANS.11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY DAMAGE TO THE EXISTINGIMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE OWNER.12.SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS THE CONTRACTOR SHALL NOTIFYTHE LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY BEFORE PROCEEDING WITH THE WORK INQUESTION.
LANDSCAPE ARCHITECT NOTES
I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AB-1881 AND APPLIEDTHEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN.________________RANDALL A. KOPFF JR, LLA 6633
1.THE CONTRACTOR SHALL SCHEDULE A LANDSCAPE PRECONSTRUCTION MEETING WITH THE PUBLIC WORKSDEPARTMENT LANDSCAPE INSPECTOR VIA THE ENGINEERING DEPARTMENT INSPECTOR PRIOR TO THECOMMENCEMENT OF IRRIGATION WORK. THE CONTRACTOR AND ITS LANDSCAPESUBCONTRACTOR SHALL ATTEND THE MEETING.2.THE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, INCLUDING BUTNOT LIMITED TO THE PLANS, SPECIAL PROVISIONS, THE CITY’S IRRIGATION AND LANDSCAPE STANDARDDRAWINGS, THE CITY’S APPROVED MATERIALS LIST, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION, AND THESE STANDARD IRRIGATION NOTES.3.THE CONTRACTOR SHALL SUBMIT A COMPLETE MATERIALS LIST AND ASSOCIATED CATALOG CUTS FOR ALLIRRIGATION AND LANDSCAPE MATERIALS TO BE INCORPORATED IN THE WORK PRIOR TO THE START OFCONSTRUCTION.4.IRRIGATION PLANS ARE DIAGRAMMATIC. THE ACTUAL LOCATION OF IRRIGATION IMPROVEMENTS SHALL BE INPLANTED AREAS WHERE POSSIBLE. LOCATIONS OF IRRIGATION IMPROVEMENTS ARE SUBJECT TO THE PUBLICWORKS DEPARTMENT APPROVAL PRIOR TO INSTALLATION. IRRIGATION CONTROLLERS SHALL BE INSTALLED“OUTSIDE” OF IRRIGATION COVERAGE IN LOCATIONS APPROVED BY THE PUBLIC WORKS DEPARTMENT.5.THE CONTRACTOR SHALL SCHEDULE INSPECTIONS 24 HOURS IN ADVANCE OF THE WORK BEING READY ORINSPECTION. ON CIPS, THE CONTRACTOR MUST REQUEST THE INSPECTION THROUGH THE PROJECTCONSTRUCTION MANAGER. ON LAND DEVELOPMENT PROJECTS, THE CONTRACTOR SHALL SCHEDULE THEINSPECTION WITH THE ASSIGNED LANDSCAPE INSPECTOR OR CALL (760) 752-7550 EXT. 3350 TO SCHEDULEINSPECTIONS. IF THE WORK IS NOT READY FOR INSPECTION ON THE SCHEDULED DATE AND TIME, THECONTRACTOR SHALL RESCHEDULE THE INSPECTION AS ABOVE. THE CITY MAY CHARGE THE CONTRACTORFOR RESCHEDULED INSPECTIONS AND WITHHOLD FURTHER INSPECTIONS UNTIL SUCH TIME AS THECONTRACTOR PAYS THE RE-INSPECTION FEE.6.IRRIGATION INSPECTIONS ARE REQUIRED FOR THE FOLLOWING:A. PRESSURE MAIN LAYOUT INCLUDING CONTROLLER AND BACKFLOW PREVENTER LOCATIONS.B. EXCAVATION AND BEDDING INCLUDING CONTROL AND COMMUNICATION WIRING.C. MAINLINE PRESSURE TEST (SEE REQUIRED SUBMITTALS ABOVE).D. LATERAL LINES AND TERMINAL APPURTENANCES LAYOUT AND INSTALLATION.E. PRELIMINARY COVERAGE TEST PRIOR TO PLANTING.F. FINAL IRRIGATION COVERAGE TEST AFTER PLANTING.7.CONTROL WIRING SHALL BE COLOR-CODED AND LABELED AT THE CONTROLLER AND ALL JUNCTION ANDVALVE BOXES TO CORRESPOND TO THE APPROPRIATE STATION. INSTALL THREE ADDITIONAL CONTROLWIRES FROM THE CONTROLLER TO THE END OF EACH MAINLINE RUN LEAVING THREE FEET MINIMUM OFSLACK AT BOTH ENDS.8.ALL THREADED FITTINGS REQUIRE TEFLON TAPE.9.THE CONTRACTOR SHALL VERIFY AND COORDINATE LOCATIONS OF IRRIGATION WATER SERVICES ANDIRRIGATION CONTROLLER ELECTRICAL SERVICE LOCATIONS WITH OTHER TRADES TO ENSURE THEYCORRESPOND WITH IRRIGATION WATER POINTS OF CONNECTION AND CONTROLLER LOCATIONS.10.EXCAVATION FOR NEW IMPROVEMENTS IN OR THROUGH EXISTING LANDSCAPED AREAS SHALL BEPERFORMED BY HAND UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, AND SHALL BEOUTSIDE OF EXISTING TREE DRIP LINES.11.CONTROLLER AND COMMUNICATION WIRE SPLICES SHALL ONLY BE MADE WITH PUBLIC WORKS DEPARTMENTAPPROVAL AND, WHEN APPROVED, SHALL ONLY BE MADE IN AN APPROVED BOX WITH A MINIMUM OF THREEFOOT LOOP (SIX FEET OF WIRE).12.IRRIGATION CONTROLLERS SHALL BE AS SHOWN ON THE PLANS. EACH CONTROLLER ASSEMBLY SHALLINCLUDE REMOTE RECEIVER CARD AND REMOTE CONTROL TRANSMITTER.13.THE CONTRACTOR SHALL SUBMIT THE INSTALLATION CERTIFICATION OF THE CONTROLLER ASSEMBLYFABRICATOR TO THE PUBLIC WORKS DEPARTMENT PRIOR TO COVERAGE TEST INSPECTION.14.THE CONTRACTOR SHALL PROVIDE ACCURATE AND CURRENT AS-BUILT DRAWINGS AT THE TIME OF THEMAINLINE PRESSURE TEST INSPECTION TO FACILITATE THE INSPECTION.15.PRESSURE MAINLINES SHALL BE CENTER LOADED AND NOT BACKFILLED LEAVING JOINTS VISIBLE UNTIL SUCHTIME AS THE PRESSURE TEST HAS BEEN COMPLETED AND ACCEPTED.16.PRESSURE MAINLINES SHALL HOLD 150PSI FOR A MINIMUM OF FOUR HOURS.17.AS-BUILT DRAWINGS SHALL BE KEPT ON-SITE AND UP TO DATE AT ALL TIMES.18.AS-BUILT DRAWINGS SHALL SHOW THE LOCATIONS OF:A. WATER SERVICES AND METER.B. ELECTRICAL SERVICES AND METER.C. BACKFLOW ASSEMBLIES.D. CONTROLLER ASSEMBLIES.E. AUTOMATIC CONTROL VALVES.F. REMOTE CONTROL VALVES WITH STATION DESIGNATION.G. ISOLATION AND QUICK COUPLER VALVES.H. PRESSURE MAIN LINES.I. CONTROL AND COMMUNICATION WIRES.J. LATERAL LINES.K. SLEEVES.19.THE CONTRACTOR SHALL SUBMIT FULL SIZE (24 INCHES BY 36 INCHES) REDLINED AS-BUILT DRAWINGS AT THETIME OF THE COVERAGE TEST INSPECTION. AS-BUILTS SHALL BE ON NEW PLAN SHEETS AND BE CLEAN ANDLEGIBLE. SUBMISSION OF AS-BUILTS SHALL BE MADE AT THE COVERAGE TEST INSPECTION AND ISPRECEDENT TO START OF CITY PERFORMED MAINTENANCE.
CITY OF SAN MARCOS STANDARD IRRIGATION NOTES1.THE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS INCLUDING THEPLANS, SPECIAL PROVISIONS, THE CITY’S IRRIGATION AND LANDSCAPE STANDARD DRAWINGS; THECITY’S APPROVED MATERIALS LIST, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION, AND THESE STANDARD PLANTING NOTES.2.FOR CIPS, THE CONTRACTOR SHALL REQUEST INSPECTIONS THROUGH THE PROJECT CONSTRUCTIONMANAGER 24 HOURS IN ADVANCE. ON LAND DEVELOPMENT PROJECTS, THE CONTRACTOR SHALLREQUEST AN INSPECTION DIRECTLY THROUGH THE ASSIGNED LANDSCAPE INSPECTOR OR CALL (760)752-7550 EXT. 3350 TO SCHEDULE INSPECTIONS. IF THE WORK IS NOT READY FOR INSPECTION ONTHE SCHEDULED DATE AND TIME, THE CONTRACTOR SHALL RESCHEDULE THE INSPECTION AS ABOVE.THE CITY MAY CHARGE THE CONTRACTOR FOR RESCHEDULED INSPECTIONS AND WITHHOLD FURTHERINSPECTIONS UNTIL SUCH TIME AS THE CONTRACTOR PAYS THE RE-INSPECTION FEE.3.PLANTING INSPECTIONS ARE REQUIRED FOR THE FOLLOWINGA. TREE PLANTING PIT PERCOLATION TESTS (BOTH FILLS).B. PLANT MATERIAL LAYOUT PRIOR TO PLANTING.C.PLANT MATERIAL QUALITY PRIOR TO PLANTING.D.AMENDMENT VERIFICATION (PRIOR TO APPLICATION)E.PLANT MATERIAL INSTALLATION.F.FINAL PLANT MATERIAL INSPECTION (PUNCH LIST DEVELOPED).G.FINAL IRRIGATION AND LANDSCAPE PUNCH LIST COMPLETION INSPECTION.4.PRIOR TO INSTALLING PLANT MATERIAL, THE CONTRACTOR SHALL CONTROL WEEDS BY WATERING FORTHREE WEEKS TO ADEQUATELY GERMINATE THE SEEDBED AND THEN APPLY A POST-EMERGENTHERBICIDE BY A LICENSED APPLICATOR AND WAIT AS DIRECTED BY THE MANUFACTURER BEFOREPLANTING.5. SOIL SAMPLES FOR AMENDMENT TESTING SHALL BE TAKEN AFTER COMPLETION OF GRADING AND PRIORTO WEED CONTROL AND SOIL PREPARATION AT A MINIMUM OF THREE LOCATIONS APPROVED BY THEPUBLIC WORKS DEPARTMENT. TESTS SHALL BE PERFORMED BY AN APPROVED LABORATORY. TESTSPERFORMED SHALL INCLUDE, BUT ARE NOT LIMITED TO: ORGANIC MATTER CONTENT, N.P.K., PH, E.C.,AND PERCENT SILT, SAND, & CLAY. TEST RESULTS AND APPLICATION RECOMMENDATIONS SHALL BESUBMITTED TO THE PUBLIC WORKS DEPARTMENT PRIOR TO APPLICATION OF AMENDMENTS.AMENDMENTS SHALL BE APPLIED PURSUANT TO THE LABORATORY AND MANUFACTURERSRECOMMENDATIONS.6. PERCOLATION TESTS SHALL BE PERFORMED ON ALL TREE PLANTING PITS FOR 15 GALLON AND LARGERTREES PRIOR TO HARDSCAPE INSTALLATION. PITS SHALL BE FILLED WITH 18 INCHES OF WATER ANDALLOWED TO COMPLETELY DRAIN. PITS SHALL THEN BE FILLED WITH 12 INCHES OF WATER ANDALLOWED TO DRAIN. THE SECOND FILL MUST DRAIN AT A MINIMUM RATE OF ONE INCH PER HOUR, FORFOUR HOURS.7. TREE WELL DRAIN SYSTEMS SHALL BE INSTALLED PURSUANT TO CITY OF SAN MARCOS STANDARDDRAWINGS WHEN PERCOLATION TESTS FAIL.8.THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL LANDSCAPE AREAS.9.TREES SUPPLIED TO THE PROJECT SHALL MEET THE FOLLOWING MINIMUM STANDARDS:A.SPECIAL PROVISIONS.B.TREES SHALL HAVE A STRAIGHT TRUNK WITH A SYMMETRICAL CROWN.C.TREES SHALL HAVE A SUBSTANTIAL, SINGLE, CENTRAL LEADER.D.TREE BARK SHALL NOT BE DISCOLORED, SUNKEN, OR SWOLLEN, AND SHALL BE FREE OF CUTS,SCRAPES, OR OTHER DAMAGE.E.TREES SHOWING GALLERIES, SUN SCALD, OR FROST DAMAGE WILL NOT BE ACCEPTED.F.THE CALIPER OF THE TREE SHALL BE IN PROPORTION TO THE ROOTBALL.G.TREES WITH GIRDLING ROOTS WRAPPING AROUND THE TRUNK OR OTHERWISE ROOTBOUND WILLNOT BE ACCEPTED.H.TREE TRUNKS MORE THAN 10 PERCENT OFF CENTER WILL NOT BE ACCEPTED.I.TREES SHALL BE FREE OF CROSSING BRANCHES AND BRANCHES GROWING TOO CLOSE TO ONEANOTHER.J.FRESHLY PRUNED TREES WILL NOT BE ACCEPTED.10.TREES SHALL NOT BE PRUNED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT.
CITY OF SAN MARCOS STANDARD LANDSCAPE NOTES
A. STREETSCAPES - THE CITY WILL ASSUME MAINTENANCE OF ALL IRRIGATION AND LANDSCAPING UPONSUCCESSFUL COMPLETION BY THE CONTRACTOR AND ACCEPTANCE BY THE CITY OF THE FINAL IRRIGATION ANDLANDSCAPE PUNCH LIST AND COMPLETION OF THE FINAL PROJECT PUNCH LIST AND RECEIPT OF END OFPROJECT SUBMITTALS. THE CONTRACTOR, AT ITS EXPENSE, SHALL PERFORM ALL IRRIGATION AND LANDSCAPEMAINTENANCE UNTIL SUCH TIME AS THESE CONDITIONS ARE MET.B. PARKS - THE CONTRACTOR WILL MAINTAIN NEW PARKS FOR 60 CALENDAR DAYS AFTER COMPLETION OF FINALLANDSCAPE PUNCH LIST AS DETERMINED BY THE CITY AND RECEIPT OF END OF PROJECT SUBMITTALS. DURINGTHE 60-DAY MAINTENANCE PERIOD, THE PARK IS TO BE CLOSED TO THE PUBLIC BY THE USE OF TEMPORARYFENCING OR OTHER MEANS AS APPROVED BY THE CITY.C. THE CITY WILL PROVIDE WRITTEN NOTICE TO THE CONTRACTOR DESIGNATING THE OFFICIAL START DATE OFTHE 60-DAY MAINTENANCE AND ESTABLISHMENT PERIOD.THE CONTRACTOR WILL BE NOTIFIED BY THE CITY IMMEDIATELY UPON DISCOVERY OF DEFECTS IN IRRIGATIONAND LANDSCAPE MATERIALS AND WORKMANSHIP AND THE CONTRACTOR SHALL TAKE IMMEDIATE ACTION, ASDEMANDED BY THE CITY, TO REMEDY SAID DEFECTS. FAILURE OF THE CONTRACTOR TO RESPOND WITHIN THEREQUIRED TIME SHALL BE CAUSE FOR THE CITY TO SUSPEND THE 60-DAY MAINTENANCE PERIOD UNTIL ALLIDENTIFIED DEFICIENCIES ARE ADDRESSED AND APPROVED BY THE CITY.ALL TURF REPAIRS PERFORMED DURING THE MAINTENANCE PERIOD SHALL BE MADE AT THE CONTRACTOR’SEXPENSE USING SOD PER THE APPROVED PLAN OR DIRECTION OF THE CITY. SEED WILL NOT BE USED TO REPAIRTURF DURING THE MAINTENANCE AND ESTABLISHMENT PERIOD.THE ABOVE REQUIREMENTS ARE IN ADDITION TO ANY WARRANTY REQUIREMENTS SET FORTH IN THECONTRACT DOCUMENTS.ROUTINE MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO:a.REGULAR MONITORING, ADJUSTMENT, AND REPAIR OF THE IRRIGATION SYSTEM.b.APPROPRIATE WATERING OF PLANT MATERIAL.c.REGULAR WEEDING.d.PROMPT REPLACEMENT OF DEAD, DYING OR DAMAGED PLANT MATERIAL.e.PRUNING OF TREES AS DIRECTED BY THE PUBLIC WORKS DEPARTMENT.f.FILLING AND COMPACTING SETTLED TRENCHES AND ERODED AREAS.g.DAILY (SEVEN DAYS PER WEEK) REMOVAL AND DISPOSAL OF TRASH, LITTER, AND FOREIGNDEBRIS.h.WEEKLY MOWING OF TURF AREAS AND REMOVAL OF GRASS CLIPPINGS. THIS IS DEPENDENTUPON TURF TYPE AND TIME OF YEAR.i.REMOVAL OF TURF BY SHOVEL CUTTING WITHIN 12 TO 18 INCHES OF THE TREE TRUNK ANDMAINTAINING A THREE INCH LAYER OF APPROVED MULCH.j.NECESSARY PEST CONTROL BY A LICENSED PEST CONTROL APPLICATOR.k.FERTILIZING AS NECESSARY TO MAINTAIN PLANT MATERIAL IN A HEALTHY, VIGOROUSCONDITION.l.FUEL MANAGEMENT ZONES (100 FEET FROM STRUCTURES) AS SHOWN.m.REGULAR CLEANING OF DRAINAGE STRUCTURES WITHIN THE SITE.n.PROPER TRIMMING OF SHRUBS TO LEAVE THEM IN A NATURAL FORM TYPICAL OF THEPARTICULAR PLANT. POODLING, BOXING, OR BALLING OF SHRUBS IS NOT PERMITTED.o.MAINTENANCE OF ALL APPURTENANT IMPROVEMENTS INCLUDED IN THE PROJECT.AT THE END OF THE 60-DAY MAINTENANCE PERIOD, AND PRIOR TO CITY ACCEPTANCE, A FINAL LANDSCAPE AND IRRIGATION INSPECTION WILL BE CONDUCTED WITH THECONTRACTOR TO ENSURE MAINTENANCE OBJECTIVES HAVE BEEN SATISFIED. UPON SUCCESSFUL COMPLETION OF PUNCH LIST ITEMS AND THE TURNOVER OF REQUIREDSUBMITTALS, THE CITY WILL ACCEPT THE PARK. THE CITY WILL ACKNOWLEDGE, IN WRITING, THAT ALL MAINTENANCE CONDITIONS HAVE BEEN SATISFIED AND ASSUMETHE RESPONSIBILITY OF THE PARK.
CITY OF SAN MARCOS STANDARD MAINTENANCE NOTES
PLANT SCHEDULE BASE BID
PLANT SCHEDULE ADDITIVE BID 1
FIELD STRIPING BY OTHERS (TYP)REFER TO IMPROVEMENT PLANSFOR STABILIZED DG PATH LIMITS ADDITIVE BID 1
TREESCODEQTY BOTANICAL / COMMON NAMEPM8 PLATANUS MEXICANA / MEXICAN SYCAMOREGROUND COVERSQTYBOTANICAL / COMMON NAMECONT.73,739 SFTURF / ROLLED SOD TURF MIXTURFSOD SHALL BE A BERMUDA WITHPERENNIAL RYEGRASS SOD BY WESTCOAST TURF, OR APPROVED EQUALCONTACT: ANTHONY PULIZZANO760-834-5121,[email protected] PLANT SCHEDULE BID 1
GROUND COVERSQTYBOTANICAL / COMMON NAMECONT.68,834 SFTURF / ROLLED SOD TURF MIXTURFSOD SHALL BE A BERMUDAWITH PERENNIAL RYEGRASSSOD BY WEST COAST TURF,OR APPROVED EQUALCONTACT: ANTHONYPULIZZANO 760-834-5121,[email protected] PLANT SCHEDULE BID 2
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LIMIT OF BASE BID (TYP)LIMIT OF ADDITIVE BID 1 (TYP)PLANT SCHEDULE BASE BID PLANT SCHEDULE ADDITIVE BID 1
SOCCER GOAL BY OTHERS (TYP)
SCALE: N.T.S.AFIELD TURF - SECTION
NOTES:1.SUBMIT SOD TYPE FOR APPROVAL PRIOR TO INSTALLATION.2.SOD USED ON FIELDS SHALL BE UNIFORM IN COLOR AND TYPE.3.SAND SHALL MEET THE FOLLOWING: 2 MM (#10) SIEVE < 6% RETAINED 0.05 (#270) MM SIEVE < 10% PASSING4.SAND MATERIAL SHALL BE FREE OF VEGETATION, ROCKS OR DEBRIS.5.ROOT ZONE SAND DEPTH SHALL BE 0.75' PLUS OR MINUS .05'. ROOT ZONE SHALL BE PLACED WITHUNIFORM MOISTURE AND ROLLED WITH A 5-TON MINIMUM ROLLER TO A UNIFORM COMPACTION. FINALROOT ZONE GRADE SHALL BE LASER LEVELED TO PLUS OR MINUS 0.02' AND CERTIFIED BY A REGISTEREDLAND SURVEYOR OR OTHER APPROVED METHOD AT 25' INTERVALS.6.SUB BASE TO A DEPTH OF 6 INCHES BELOW FINISH GRADE SHALL BE FREE OF ALL DELETERIOUSMATERIALS AND ROCKS 2 INCHES IN ANY DIMENSION AND TO A DEPTH OF 2 INCHES BELOW FINISHGRADE SHALL BE FREE OF ALL ROCKS GREATER THAN ½ INCH.
SAND, SEE NOTES BELOWTURF/ROLLED SOD TURF MIXIN USA TYPE SAND BASE
SUB-BASE
LIMIT OF ADDITIVE BID 1 (TYP)
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VWD UTILITY EASEMENT
TREESCODEQTY BOTANICAL / COMMON NAMEPM8 PLATANUS MEXICANA / MEXICAN SYCAMOREGROUND COVERSQTYBOTANICAL / COMMON NAMECONT.73,739 SFTURF / ROLLED SOD TURF MIXTURFSOD SHALL BE A BERMUDA WITHPERENNIAL RYEGRASS SOD BY WESTCOAST TURF, OR APPROVED EQUALCONTACT: ANTHONY PULIZZANO760-834-5121,[email protected] PLANT SCHEDULE BID 1
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PLANT SCHEDULE BASE BID
LIMIT OF BASE BID (TYP)
SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIDETAILHUNTER PROS-PRS30-06-MSBN 10F16 30MULTI-STREAMER BUBBLER, 6" POP-UP, 25=.25GPM,50=0.5GPM, 10=1.0GPM, 20=2.0GPM.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHUNTER I-20-06-SS -PRS 54 TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. @45 PSISYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRAIN BIRD PESB W/ LXIVMSOL 6 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOWOPERATING CAPABILITY, GLOBE CONFIGURATION. NOTE:CONTRACTOR TO REPLACE VALVE SOLENOID WITH THELXIVMSOL INTEGRATED 2-WIRE DECODER ANDSOLENOID. (1) LXIVMSOL PER VALVE.RAIN BIRD 44-LRC 2 1" BRASS QUICK-COUPLING VALVE, WITHCORROSION-RESISTANT STAINLESS STEEL SPRING,LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECEBODY.CLOW C509 2 3" RESILIENT WEDGE GATE VALVE. NRS WITHHANDWHEELNIBCO T-585-70 5 TWO-PIECE BRONZE FULL PORT BALL VALVE WITHSTAINLESS STEEL HANDLEHUNTER IBV 3"1 3" BRASS ELECTRIC MASTER VALVE, GLOBECONFIGURATION, WITH NPT THREADED INLET/OUTLET,FOR COMMERCIAL/MUNICIPAL USE.FEBCO 825Y 3"1 REDUCED PRESSURE BACKFLOW PREVENTER. SIZE 3"WITH A V.I.T SRONG BOX SBBC SERIES ENLOSURE WITHSMOOTH TOUCH FINISH.CALSENSE CS3000 1 CONTROLLER, FLOW SENSING WITH 2 WIRE DECODER. INEXTERIOR STAINLESS ENCLOSURE.CALSENSE ET GAUGE 1 WIRELESS RAIN AND FREEZE SENSOR COMBO, INCLUDES1 RECEIVER AND 1 RAIN/FREEZE SENSOR TRANSMITTER,POLE MOUNTEDCALSENSE FM-2B 1 WATER METER 3" 1 METER PER CIVIL PLANSIRRIGATION LATERAL LINE: PVC SCHEDULE 40 4,716 L.F.IRRIGATION MAINLINE: PVC CLASS 315 773.5 L.F. 20F10F10H50H50Q25Q
MvBFCRS
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#"# Valve NumberValve SizeValve FlowValve Callout#-#Controller Letter IRRIGATION SCHEDULE BID 1CITY STANDARDDETAIL REF.I-19
I-18
I-10
I-17
I-8I-9I-6I-5I-12I-15I-7
NUMBERMODELSIZETYPEGPMPSIPSI @ POCVALVE ELEV1 RAIN BIRD PESB W/ LXIVMSOL2"BUBBLER16.0039.5667.8811.50 ft2 RAIN BIRD PESB W/ LXIVMSOL2"TURF ROTOR88.0057.9987.2511.50 ft3 RAIN BIRD PESB W/ LXIVMSOL2"TURF ROTOR88.0057.3886.7111.50 ft4 RAIN BIRD PESB W/ LXIVMSOL2"TURF ROTOR44.0058.5387.911.50 ft5 RAIN BIRD PESB W/ LXIVMSOL2"TURF ROTOR88.0057.0987.9812.50 ft6 RAIN BIRD PESB W/ LXIVMSOL2"TURF ROTOR88.0057.7288.6612.50 ft
VALVE SCHEDULE
CRITICAL ANALYSISGenerated:2022-01-07 08:31P.O.C. NUMBER: 01Water Source Information:meter per civil plansFLOW AVAILABLEWater Meter Size:3"Flow Available:225 GPMPRESSURE AVAILABLEStatic Pressure at POC:107.00 PSIElevation Change:5.00 ftService Line Size:3"Length of Service Line:20 ftPressure Available:105.00 psiDESIGN ANALYSISMaximum Multi-valve Flow:100 GPMFlow Available at POC:225 GPMResidual Flow Available:125 GPMCritical Station:7 Design Pressure:45 PSI Friction Loss:7.14 PSI Fittings Loss:0.71 PSI Elevation Loss:0 PSI Loss through Valve:4.86 PSIPressure Req. at Critical Station:57.73 PSILoss for Fittings:0.8 PSILoss for Main Line:8.02 PSILoss for POC to Valve Elevation:5.41 PSILoss for Backflow:11.8 PSILoss for Master Valve:2.5 PSILoss for Water Meter:2.4 PSICritical Station Pressure at POC:88.66 PSIPressure Available:105 PSIResidual Pressure Available:16.34 PSI SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHUNTER I-20-06-SS -PRS 45TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. @45 PSISYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYIRRIGATION LATERAL LINE: PVC SCHEDULE 40 2,092 L.F.
IRRIGATION SCHEDULE BID 2
Kimley-Hornand Associates, Inc.©
IRRIGATION SCHEDULE BASE BIDIRRIGATION SCHEDULE ADDITIVE BID 1
MvC
2"
114" 114"114"112"114" 2" 3"
114" 114"114"114" 2"
114" 114"114"112"2" 3"
1" 1"114"112"114" 2" 2"
114" 114"114"112"2"
114" 114"114"112"114" 2" 3"
114"114"114" 114" 2"
114" 114"114"112"114" 2" 3"
3"3"
3"
3"
3"3"288.02"388.02"444.02"
588.02"688.02"
114"114" 114" 114"
3"3"3"3"3"3"
3"3"
RS
114"
112"
114"
112"
114" 114"
112" 116.02"
ADDITIVE BID 1
FIELD VERIFY CONTROLLER LOCATION WITH CITYREPRESENTATIVE. CONTROLLER ANDWEATHER SENSOR SHALL BE CONNECTED ANDOPERATING PRIOR TO FINAL INSPECTION. CONTRACTORSHALL PROVIDE NEATLY DRAWN LAMINATED IRRIGATIONLAYOUT CHART FOR CONTROLLER. (TYP) FIELD VERIFY WEATHER SENSOR LOCATION WITH CITYREPRESENTATIVE. POLE MOUNT WEATHER SENSORAND KEEP WITHIN 200' OF CONTROLLER. CONTROLLER AND WEATHERSENSOR SHALL BE CONNECTED AND OPERATING PRIOR TO FINALINSPECTION. (TYP) SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHUNTER PROS-PRS30-06-MSBN 10F16 MULTI-STREAMER BUBBLER, 6" POP-UP, 25=.25GPM,50=0.5GPM, 10=1.0GPM, 20=2.0GPM.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHUNTER I-20-06-SS -PRS 54 TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. @45 PSISYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRAIN BIRD PESB W/ LXIVMSOL 6 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOWOPERATING CAPABILITY, GLOBE CONFIGURATION. NOTE:CONTRACTOR TO REPLACE VALVE SOLENOID WITH THELXIVMSOL INTEGRATED 2-WIRE DECODER ANDSOLENOID. (1) LXIVMSOL PER VALVE.RAIN BIRD 44-LRC 2 1" BRASS QUICK-COUPLING VALVE, WITHCORROSION-RESISTANT STAINLESS STEEL SPRING,LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECEBODY.CLOW C509 2 3" RESILIENT WEDGE GATE VALVE. NRS WITHHANDWHEELNIBCO T-585-70 5 TWO-PIECE BRONZE FULL PORT BALL VALVE WITHSTAINLESS STEEL HANDLEHUNTER IBV 3"1 3" BRASS ELECTRIC MASTER VALVE, GLOBECONFIGURATION, WITH NPT THREADED INLET/OUTLET,FOR COMMERCIAL/MUNICIPAL USE.FEBCO 825Y 3"1 REDUCED PRESSURE BACKFLOW PREVENTER. SIZE 3"WITH A V.I.T SRONG BOX SBBC SERIES ENLOSURE WITHSMOOTH TOUCH FINISH.CALSENSE CS3000 1 CONTROLLER, FLOW SENSING WITH 2 WIRE DECODER. INEXTERIOR STAINLESS ENCLOSURE.CALSENSE ET GAUGE 1 WIRELESS RAIN AND FREEZE SENSOR COMBO, INCLUDES1 RECEIVER AND 1 RAIN/FREEZE SENSOR TRANSMITTER,POLE MOUNTEDCALSENSE FM-2B 1 WATER METER 3" 1 METER PER CIVIL PLANSIRRIGATION LATERAL LINE: PVC SCHEDULE 40 4,716 L.F.IRRIGATION MAINLINE: PVC CLASS 315 773.5 L.F. 20F10F10H50H50Q25Q
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#"# Valve NumberValve SizeValve FlowValve Callout#-#Controller Letter IRRIGATION SCHEDULE BID 1CITY STANDARDDETAIL REF.
SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHUNTER I-20-06-SS -PRS 45TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. @45 PSISYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYIRRIGATION LATERAL LINE: PVC SCHEDULE 40 2,092 L.F.
IRRIGATION SCHEDULE BID 2
Kimley-Hornand Associates, Inc.©
MATCHLINE SEE SHEET
16 LIMIT OF BASE BID (TYP)LIMIT OF ADDITIVE BID 1 (TYP)
IRRIGATION SCHEDULE BASE BID
IRRIGATION SCHEDULE ADDITIVE BID 1
LIMIT OF BASE BID (TYP)LIMIT OF ADDITIVE BID 1 (TYP)
NORTHLEGENDADDITIVE BID 1
NOPARKING
NOPARKING
NOPARKING
NOPARKING
MBF
88.044.0
3"
114"114"112" 114" 114"
3" IRRIGATION METER AND BACKFLOWSEE CIVIL PLANS FOR EXACT LOCATIONVWD UTILITY EASEMENTSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHUNTER PROS-PRS30-06-MSBN 10F16 MULTI-STREAMER BUBBLER, 6" POP-UP, 25=.25GPM,50=0.5GPM, 10=1.0GPM, 20=2.0GPM.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHUNTER I-20-06-SS -PRS 54 TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.STANDARD NOZZLE. @45 PSISYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRAIN BIRD PESB W/ LXIVMSOL 6 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOWOPERATING CAPABILITY, GLOBE CONFIGURATION. NOTE:CONTRACTOR TO REPLACE VALVE SOLENOID WITH THELXIVMSOL INTEGRATED 2-WIRE DECODER ANDSOLENOID. (1) LXIVMSOL PER VALVE.RAIN BIRD 44-LRC 2 1" BRASS QUICK-COUPLING VALVE, WITHCORROSION-RESISTANT STAINLESS STEEL SPRING,LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECEBODY.CLOW C509 2 3" RESILIENT WEDGE GATE VALVE. NRS WITHHANDWHEELNIBCO T-585-70 5 TWO-PIECE BRONZE FULL PORT BALL VALVE WITHSTAINLESS STEEL HANDLEHUNTER IBV 3"1 3" BRASS ELECTRIC MASTER VALVE, GLOBECONFIGURATION, WITH NPT THREADED INLET/OUTLET,FOR COMMERCIAL/MUNICIPAL USE.FEBCO 825Y 3"1 REDUCED PRESSURE BACKFLOW PREVENTER. SIZE 3"WITH A V.I.T SRONG BOX SBBC SERIES ENLOSURE WITHSMOOTH TOUCH FINISH.CALSENSE CS3000 1 CONTROLLER, FLOW SENSING WITH 2 WIRE DECODER. INEXTERIOR STAINLESS ENCLOSURE.CALSENSE ET GAUGE 1 WIRELESS RAIN AND FREEZE SENSOR COMBO, INCLUDES1 RECEIVER AND 1 RAIN/FREEZE SENSOR TRANSMITTER,POLE MOUNTEDCALSENSE FM-2B 1 WATER METER 3" 1 METER PER CIVIL PLANSIRRIGATION LATERAL LINE: PVC SCHEDULE 40 4,716 L.F.IRRIGATION MAINLINE: PVC CLASS 315 773.5 L.F. 20F10F10H50H50Q25Q
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#"# Valve NumberValve SizeValve FlowValve Callout#-#Controller Letter IRRIGATION SCHEDULE BID 1CITY STANDARDDETAIL REF.
Kimley-Hornand Associates, Inc.©
NORTH
MATCHLINE SEE SHEET
15 IRRIGATION SCHEDULE BASE BIDLIMIT OF BASE BID (TYP)
Kimley-Hornand Associates, Inc.©
KIMLEY-HORNSAN DIEGO, CA 92101KIMLEY-HORN401 B STREET, STE. 600602.371.4538SAN DIEGO, CA 92101MICHAEL A. COLOMBOKimley-Hornand Associates, Inc.© C
ELECTRICAL NOTES
SERVICE PANEL 'A' SCHEDULE NTS1
ELECTRICAL METAL PEDESTAL DETAIL NTS2
SERVICE PANEL SINGLE LINE DIAGRAM 939 SANTA BARBARA DRIVE . #INTS5 VOLTAGE DROPNTS4
TRENCH DETAILNTS3
LEGEND
MBF
MvCRS
KIMLEY-HORNSAN DIEGO, CA 92101KIMLEY-HORN401 B STREET, STE. 600602.371.4538SAN DIEGO, CA 92101MICHAEL A. COLOMBOKimley-Hornand Associates, Inc.© NORTH
MATCHLINE STA. 21+00 SEE SHEET
20 MATCHLINE STA. 17+50 SEE TOP RIGHT
PL
MATCHLINE STA. 17+50 SEE BOTTOM LEFT
CONSTRUCTION NOTESPL
SANTA BARBARA DRTREASURE DRIVE
KIMLEY-HORNSAN DIEGO, CA 92101KIMLEY-HORN401 B STREET, STE. 600602.371.4538SAN DIEGO, CA 92101MICHAEL A. COLOMBOKimley-Hornand Associates, Inc.© NORTH
MATCHLINE STA. 21+00 SEE SHEET
19 PROPERTY LINE
CONSTRUCTION NOTES
Kimley-Hornand Associates, Inc.©
GRAVEL BAG VELOCITY CHECK DAMS - STREET AREASPLAN VIEW
A
ETEMPORARY FIBER ROLL / FILTREXX COMPOSTFILTER SOCK PERIMETER PROTECTION B
FILTREXXÒ COMPOST FILTER SOXXTM (ORAPPROVED EQUAL) CHECK DAM DETAIL
CINLET PROTECTION
DTYPICAL STOCKPILE PROTECTION
PLAN VIEW - CURB INLET OR BIOFILTRATION
PROFILE - CURB INLET OR BIOFILTRATION
NOPARKING
NOPARKING
NOPARKING
NOPARKING
ADDITIVE ALTERNATE
Kimley-Hornand Associates, Inc.©
NORTH
MATCHLINE STA. 17+48.11 SEE SHEET
23 WATER POLLUTION CONTROL NOTES
LEGEND
SANTA BARBARA DRTREASURE DR
Kimley-Hornand Associates, Inc.©
NORTHMATCHLINE STA. 17+48.11 SEE SHEET
22 WATER POLLUTION CONTROL NOTES
LEGEND