Development Plans

City Council and Authorities Concurrent
December 3, 2024

Document: Development Plans
Meeting: December 3, 2024
Body: City Council and Authorities Concurrent
Original file: 83.6 MB

Text extracted from the city's file for reading and search. Open the original on santaclara.legistar1.com. That file is the official record.

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CITY OF SANTA CLARA C.3 TREATMENT FACILITIES CONSTRUCTION NOTES

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SOURCE CONTROL MEASURES
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1. HORIZONTAL CONTROLS ARE BASED UPON FIELD MEASUREMENTS BY CIVIL ENGINEER. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO SUBMITTING BID.

2. THE DRAWINGS SHALL NOT BE SCALED. THE GENERAL CONTRACTOR SHALL REFER TO THE DIMENSIONS INDICATED OR THE ACTUAL SIZES OF THE CONSTRUCTION ITEMS. WHERE NO DIMENSION OR METHOD OF DETERMINING A LOCATION IS GIVEN, VERIFY CORRECT DIMENSION OR LOCATION WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

3. THE DRAWINGS AND REFERENCED DETAILS HAVE BEEN DIMENSIONED IN ORDER TO ESTABLISH THE CONTROL AND GUIDELINES FOR FIELD LAYOUT. WHERE DISCREPANCY EXISTS BETWEEN THE DRAWING AND A DETAIL, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

4. THE DRAWINGS ARE FOR INFORMATION ONLY. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND

EXISTING CONDITIONS INCLUDING STRUCTURES, SURFACE AND SUBSURFACE UTILITIES, GRADES, PAVEMENT, AND LANDSCAPE AT SITE PRIOR TO COMMENCEMENT OF THE WORK. ANY DISCREPANCIES IN DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. NO WORK SHALL PROCEED UNTIL A RESOLUTION HAS BEEN AGREED UPON TO THE SATISFACTION OF THE OWNER.

5. WHERE DIMENSIONS ARE NOTED TO BE VERIFIED IN FIELD (VIF) THE DIMENSION SHOWN IS THE DESIGN BASIS, BUT MAY DIFFER FROM ACTUAL CONDITIONS. CONTRACTOR SHALL VERIFY THESE DIMENSIONS WHILE LAYING OUT THE WORK AND REPORT ANY DISCREPANCIES BETWEEN THE DESIGN BASIS AND ACTUAL DIMENSIONS TO THE LANDSCAPE ARCHITECTPRIOR TO PROCEEDING WITH THE WORK. WHERE DIMENSIONS ARE NOTED "±" FIELD DIMENSIONS MAY VARY FROM THE NOTED DIMENSIONS BY MINOR AMOUNTS.

6. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED.

7. REFER TO OTHER NON-LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS IMPACTING THE LANDSCAPE WORK.

8. SPECIFIC CROSS REFERENCES CONTAINED IN THE LANDSCAPE CONSTRUCTION DOCUMENTS ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR ONLY, AND DO NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE COMPLETE REQUIREMENTS AS SET FORTH IN THE WHOLE OF THECONSTRUCTION DOCUMENTS.

9. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS TO REVIEW ALL DRAWINGS IN ORDER TO ASSURE THE COORDINATION OF ALL WORK AFFECTING EACH TRADE. FAILURE TO REVIEW AND COORDINATE

ALL CONTRACT DOCUMENTS BY THE GENERAL CONTRACTOR WITH ALL THE SUBCONTRACTORS FOR APPLICABLE ITEMS OF THE WORK SHALL NOT RELIEVE THE RESPONSIBLE PARTY FROM PERFORMING ALL THE WORK SO REQUIRED AS PARTOF THE CONTRACT.

10. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE SITE PRIOR TO BIDDING IN ORDER TO FAMILIARIZE

THEMSELVES WITH THE EXISTING CONDITIONS AND THE IMPACT OF THE PROPOSED NEW WORK INDICATED ON THE DRAWINGS AND SPECIFICATIONS ON THESE CONDITIONS. ANY QUESTIONS REGARDING THE COORDINATION OF NEW

WORK OR EXISTING CONDITIONS MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT IN WRITING PRIOR TO THE BID SUBMISSION AND WITH ADEQUATE TIME FOR RESPONSE TO ALL BIDDERS. THE LANDSCAPE ARCHITECT WILL RESPOND TO QUESTIONS SUBMITTED IN A TIMELY MANNER, WITH WRITTEN CLARIFICATIONS FORWARDED TO ALL BIDDERS.

11. THE TERM "PROPOSED", REFERS TO WORK THAT IS TO BE PROVIDED AS PART OF THE WORK OF THIS CONTRACT.12. ALL ITEMS SHOWN IN THESE DOCUMENTS ARE NEW UNLESS OTHERWISE NOTED.13. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS OR REGULATIONS, AND WITH CURRENT, ACCEPTED INDUSTRY CODES, STANDARDS AND PRACTICES. NOTHING IN THESE

DRAWINGS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO ANY LAWS, REGULATIONS, CODES, STANDARDS OR PRACTICES.

14. ADJUST UTILITY ROUTING WHEN REQUIRED TO AVOID CONFLICTS WITH PROPOSED TREE ROOTBALLS. TREE LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. LAYOUT PROPOSED TREE LOCATIONS SHOWN ON THE PLANS IN THE FIELD FOR APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WORK AFFECTED. LANDSCAPE ARCHITECT

RESERVES THE RIGHT TO MAKE ADJUSTMENTS IN FINAL TREE LOCATIONS FROM THOSE PREVIOUSLY ESTABLISHED AT TIME OF ACTUAL TREE PLANTING.

15. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND COMPLY WITH ALL PERMIT REQUIREMENTS.16. ALL WORK SHALL BE PLANNED AND PERFORMED TO PROVIDE PROTECTION AGAINST DAMAGE AND/OR DISTRESS TO

BUILDING OR STRUCTURES REMAINING WITHIN THE PROJECT AREA AND/OR STRUCTURAL FEATURES OF ADJACENT PROPERTIES. THE CONTRACTOR SHALL REPAIR ANY BUILDING OR STRUCTURE DAMAGED IN THE COURSE OF THE WORK TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND PROPERTY OWNER AT THE CONTRACTOR'S SOLE EXPENSE.

17. ALL CONSTRUCTION PERSONNEL SHALL FOLLOW STANDARD BEST MANAGEMENT PRACTICES (BMPs) FROM THE PRESIDING STORMWATER POLLUTION PREVENTION PROGRAM (STOPP) FOR STORMWATER QUALITY PROTECTION, WASTEMANAGEMENT AND SEDIMENT CONTROL.

18. DO NOT STORE ANY MATERIALS IN ROOT ZONE OF TREES & SHRUBS TO REMAIN.19. NO SOILS CONTAMINATED WITH CONSTRUCTION DEBRIS, CRUSHED CONCRETE OR ROCK, OR SOILS TREATED WITH LIME SHALL BE ALLOWED WITHIN FOUR FEET OF PROPOSED FINISH GRADES IN AREAS TO BE LANDSCAPED. REMOVE ALL SUCH MATERIALS FROM THE SITE AND REPLACE WITH APPROVED FILL MATERIALS.

LANDSCAPE SHEET INDEX

INSIDE DIAMETERINVERT ELEVATIONINTERIORINVERT
JOINT

LONGLANDSCAPE ARCHITECTLATERALLINEAL FEETLOW POINTLOW VOLTAGEMAXIMUMMECHANICALMANUFACTURERMANUFACTUREDMANHOLEMINIMUMMODEL NUMBERMETALMETER

NORTHNOT IN CONTRACTNUMBERNOMINALNOT TO SCALE

ON CENTEROUTSIDE DIAMETEROPPOSITEORNAMENTALPROPOSEDPLANTING AREAPOLYETHYLENEPERFORATEDPROPERTY LINEPLYWOODPOINT OF CONNECTIONPOUNDS PER SQUARE INCHPRESSURE TREATED DOUGLAS FIRPOLYVINYL CHLORIDE

QUICK COUPLER VALVEQUANTITY

RADIUSREMOTE CONTROL VALVERECOMMENDATIONSREINFORCEDREQUIREDREDUCED PRESSURE BACK FLOW PREVENTERREDWOODRAIN WATER LEADER

SURFACE FOUR SIDESSOUTHSEE ARCHITECTURAL DRAWINGSSEE CIVIL DRAWINGSSCHEDULESTORM DRAINSEE ELECTRICAL DRAWINGSSQUARE FEET (FOOT)SIMILARSPACE(S)SPECIFICATION(S)SQUARESTAINLESS STEELSTANDARDSTEELSTRUCTURALSYMMETRICALSEE STRUCTURAL DRAWINGSSLIP SLIP SLIPSLIP SLIP THREAD

TO BE DETERMINEDTOP OF CURBTOP OF RAMPTOP OF STEPTOP OF WALLTYPICAL

UNLESS OTHERWISE NOTED

VOLTVERTICALVERIFY IN FIELD
WESTWATER METERWATERPROOFWEIGHTWELDED WIRE MESHWITHWITHOUTTIMES or BY

IDIEINTINV
JT

LLALATLFLPLVMAXMECHMFRMFRDMHMINMODMTLMTR

NNICNONOMNTS

OCODOPPORNPPAPEPERFPLPLYWDPOCPSIPTDFPVC

QCVQUANT

RRCVRECREINFREQDRPBFPRWDRWL
S4SSSADSCDSCHSDSEDSFSIMSPSPEC(S)SQSSTSTDSTLSTRSYMSSDSSSSST

TBDTCTRTSTWTYP
UON

VVERTVIF

WWMWPWTWWMW/W/O
X
AT
NUMBER

DIAMETER

PLUS OR MINUS

ASPHALT CONCRETEAREA DRAINAGGREGATEALTERNATEALUMINUMAS REQUIREDARCHITECTASPHALT

BOTTOM OF CURBBACK FLOW PREVENTERBUILDINGBACK OF CURBBACK OF WALKBOTTOM OF RAMPBOTTOM OF STAIRSBOTTOM OF WALLCALIPERCATCH BASINCAST IRONCONTROL JOINT / COLD JOINTCENTER LINECLEARCONCRETE MASONRY UNITCLEAN OUTCOLUMNCONCRETECONTINUOUSCENTERCUBIC YARD PENNY

DEPARTMENTDETAILDOUGLAS FIRDECOMPOSED GRANITEDIAMETERDIMENSIONDOWNDOCUMENTSDOWN SPOUTDOMESTIC WATERDRAWING

EASTEACHEXPANSION JOINTELECTRICALELEVATIONENCLOSUREEQUALEQUAL SPACESEQUIPMENTEXISTINGEXTERIORFLOOR DRAINFOUNDATIONFINISH FLOOR ELEVATIONFINISH GRADEFINISHFLOW LINEFACE OF BUILDINGFACE OF CURBFACE OF WALLFINISHED SURFACEFEETFOOTINGFOUNTAIN GASGAUGEGALLON or GALLONSGALVANIZEDGRADE BREAKGENERAL CONTRACTORGALVANIZED IRONGALLONS PER HOURGALLONS PER MINUTE

HIGHHOSE BIBHANDICAPHOT DIPPED GALVANIZEDHEADERHARDWAREHORIZONTALHIGH POINTHEIGHT @
#
Ø
±

ACADAGGALTALUMARARCHASPH

BCBFPBLDGBOCBOWBRBSBWCALCBCICJCLCLRCMUCOCOLCONCCONTCTRCY d

DEPTDETDFDGDIADIMDNDOCSDSDWDWG

EEAEJELECELEVENCLEQEQ SPEQMTEXEXTFDFDNFFEFGFINFLFOBFOCFOWFSFTFTGFTN

GGAGALGALVGBGCGIGPHGPM

HHBHCHDGHDRHDWRHORIZHPHT

ABBREVIATIONS GENERAL NOTES
L0.1 ABBREVIATIONS, NOTES & SHEET INDEXL1.1 TREE INVENTORY PLANL1.2 TREE CARE PLANL2.0 IRRIGATION USE AREASL2.1 IRRIGATION PLANL2.2 SBWR NOTES AND DETAILSL2.3 IRRIGATION NOTES AND WATER CALCULATIONSL2.4 IRRIGATION DETAILSL2.5 IRRIGATION DETAILSL3.1 PLANTING PLANL3.2 PLANTING DETAILS

1. IDENTIFY ALL STORM DRAINS AND DRAINAGE SWALES LOCATED NEAR THE CONSTRUCTION SITE AND MAKE SURE ALL SUBCONTRACTORS ARE AWARE OF THEIR LOCATIONS TO PREVENT POLLUTANTS FROM ENTERING THEM.

2. CLEAN UP LEAKS, DRIPS, AND OTHER SPILLS IMMEDIATELY SO THEY DO NOT CONTACT STORMWATER.

3. NEVER WASH DOWN PAVEMENT OR SURFACES WHERE MATERIALS HAVE SPILLED. USE DRY CLEANUP METHODS WHENEVER POSSIBLE.

4. AVOID CONTAMINATING CLEAN RUNOFF FROM AREAS ADJACENT TO YOUR SITE BY USING BERMS AND/OR TEMPORARY OR PERMANENT DRAINAGE DITCHES TO DIVERT WATER FLOW AROUND THE SITE.

5. PROTECT ALL STORM DRAIN INLETS USING FILTER FABRIC CLOTH OR OTHER BEST MANAGEMENT PRACTICES TO PREVENT SEDIMENTS FROM ENTERING THE STORM DRAINAGE SYSTEM DURING CONSTRUCTION ACTIVITIES.

6. KEEP MATERIALS OUT OF THE RAIN -- PREVENT RUNOFF POLLUTION AT THE SOURCE. SCHEDULE CLEARING OR HEAVY EARTH MOVING ACTIVITIES FOR PERIODS OF DRY WEATHER. COVER EXPOSED PILES OF SOIL, CONSTRUCTION MATERIALS AND WASTES WITH PLASTIC SHEETING OR TEMPORARY ROOFS. BEFORE IT RAINS, SWEEP AND REMOVE MATERIALS FROM SURFACES THAT DRAIN TO STORM DRAINS, CREEKS, OR CHANNELS.

7. KEEP POLLUTANTS OFF EXPOSED SURFACES. PLACE TRASH CANS AROUND THE SITE TO REDUCE LITTER. DISPOSE OF NON-HAZARDOUS CONSTRUCTION WASTES IN COVERED DUMPSTERS OR RECYCLING RECEPTACLES.

8. PRACTICE SOURCE REDUCTION -- REDUCE WASTE BY ORDERING ONLY THE AMOUNT YOU NEED TO FINISH THE JOB.9. DO NOT OVER-APPLY PESTICIDES OR FERTILIZERS AND FOLLOW MANUFACTURERS INSTRUCTIONS FOR MIXING AND APPLYING MATERIALS.

10. RECYCLE LEFTOVER MATERIALS WHENEVER POSSIBLE. MATERIALS SUCH AS CONCRETE, ASPHALT, SCRAP METAL,

SOLVENTS, DEGREASERS, CLEARED VEGETATION, PAPER, ROCK, AND VEHICLE MAINTENANCE MATERIALS SUCH AS USED OIL, ANTIFREEZE, BATTERIES, AND TIRES ARE RECYCLABLE.

11. ILLEGAL DUMPING IS A VIOLATION SUBJECT TO A FINE AND/OR TIME IN JAIL. BE SURE THAT TRAILERS CARRYING YOUR MATERIALS ARE COVERED DURING TRANSIT. IF NOT, THE HAULER MAY BE CITED AND FINED.

12. SWEEP UP SPILLED DRY MATERIALS (E.G., CEMENT, MORTAR, OR FERTILIZER) IMMEDIATELY. NEVER ATTEMPT TO "WASH THEM AWAY'' WITH WATER, OR BURY THEM. USE ONLY MINIMAL WATER FOR DUST CONTROL.

13. CLEAN UP LIQUID SPILLS ON PAVED OR IMPERMEABLE SURFACES USING "DRY'' CLEANUP METHODS (E.G., ABSORBENT MATERIALS LIKE CAT LITTER, SAND OR RAGS).

14. CLEAN UP SPILLS ON DIRT AREAS BY DIGGING UP AND PROPERLY DISPOSING OF THE CONTAMINATED SOIL.15. PLASTER OR OTHER POWDERS CAN CREATE LARGE QUANTITIES OF SUSPENDED SOLIDS IN RUNOFF, WHICH MAY BE TOXIC TO AQUATIC LIFE AND CAUSE SERIOUS ENVIRONMENTAL HARM EVEN IF THE MATERIALS ARE INERT. STORE ALL SUCH POTENTIALLY POLLUTING DRY MATERIALS --ESPECIALLY OPEN BAGS-- UNDER A TEMPORARY ROOF OR INSIDE A BUILDING,OR COVER SECURELY WITH AN IMPERMEABLE TARP. BY PROPERLY STORING DRY MATERIALS, YOU MAY ALSO HELPPROTECT AIR QUALITY, AS WELL AS WATER QUALITY.

16. STORE CONTAINERS OF PAINTS, CHEMICALS, SOLVENTS, AND OTHER HAZARDOUS MATERIALS IN ACCORDANCE WITH SECONDARY CONTAINMENT REGULATIONS AND UNDER COVER DURING RAINY PERIODS.

17. NEVER CLEAN BRUSHES OR RINSE PAINT CONTAINERS INTO A STREET, GUTTER, STORM DRAIN, OR CREEK.18. FOR WATER-BASED PAINTS, PAINT OUT BRUSHES TO THE EXTENT POSSIBLE AND RINSE TO A DRAIN LEADING TO THE SANITARY SEWER (I.E., INDOOR PLUMBING).

19. FOR OIL-BASED PAINTS, PAINT OUT BRUSHES TO THE EXTENT POSSIBLE, AND FILTER AND REUSE THINNERS AND SOLVENTS. DISPOSE OF UNUSABLE THINNERS AND RESIDUE AS HAZARDOUS WASTE.

20. RECYCLE, RETURN TO SUPPLIER OR DONATE UNWANTED WATER-BASED (LATEX) PAINT. YOU MAY BE ABLE TO RECYCLE

CLEAN EMPTY DRY PAINT CANS AS METAL (CHECK WITH THE LOCAL PLANNING OR BUILDING DEPARTMENT FOR MORE INFORMATION).

21. DRIED LATEX PAINT MAY BE DISPOSED OF IN THE GARBAGE.22. LOCATE MORTAR/STUCCO MIXERS INSIDE BERMED AREAS TO AVOID DISCHARGE TO STREET OR STORM DRAINS.23. AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR CEMENT MORTAR.24. DO NOT DISPOSE OF PLANT MATERIAL IN A CREEK OR DRAINAGE FACILITY OR LEAVE IT IN A ROADWAY WHERE IT CAN CLOG STORM DRAIN INLETS.

25. AVOID DISPOSAL OF PLANT MATERIAL IN TRASH DUMPSTERS OR MIXING IT WITH OTHER WASTES. COMPOST PLANT MATERIAL OR TAKE IT TO A LANDFILL OR OTHER FACILITY THAT COMPOSTS YARD WASTE (CHECK WITH THE LOCALPLANNING OR BUILDING DEPARTMENT FOR MORE INFORMATION).

BEST MANAGEMENT PRACTICE NOTES
TWO (V.I.F.)
375.4'
2 L7.1

ELEVATION

ELEVATION DESCRIPTION

SHEET NUMBER

DETAIL NUMBER
2 L7.2 SHEET NUMBER

ELEVATION NUMBER

SYMBOL LEGEND

REFERENCED CALLOUT

NUMBER ON SHEET LEGEND
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COMSTOCK STREET
(50' WIDE)
TREE #1
TREE #3
TREE #4
TREE #5
TREE #7
TREE #2
TREE #6
TREE #9
TREE #8
TREE #10
TREE #11
TREE #13
TREE #12
TREE #14
TREE #15
TREE #16
TREE #17
TREE #18
TREE #20
TREE #21
TREE #22
TREE #23
TREE #25
TREE #26
TREE #27
TREE #28
TREE #24
TREE #29
TREE #30
TREE #19
10'-0"
(SVP OH 1230)

MAX PLANT
HEIGHT: 3'
40'-0"
SVP "BORDER ZONE" (SVP OH 1230)
MAXIMUM TREE HEIGHT: 10'
14'-4"
(SVP OH 1230)

MAX PLANT
HEIGHT: 3'
10'-0"
(SVP OH 1230)

MAX PLANT
HEIGHT: 3'
15'-0" FRONT SETBACK
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1"=10'-0"
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OFF SITE TREE
(5)

ON SITE TREE, PROTECTED
(0)

ON-SITE TREE, NON-PROTECTED
(25)
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COMSTOCK STREET
(50' WIDE)
TREE #1
TREE #3
TREE #4
TREE #5
TREE #7
TREE #2
TREE #6
TREE #9
TREE #8
TREE #10
TREE #11
TREE #13
TREE #12
TREE #14
TREE #15
TREE #16
TREE #17
TREE #18
TREE #20
TREE #21
TREE #22
TREE #23
TREE #25
TREE #26
TREE #27
TREE #28
TREE #24
TREE #29
TREE #30
TREE #19
10'-0"
(SVP OH 1230)

MAX PLANT
HEIGHT: 3'
40'-0"
SVP "BORDER ZONE" (SVP OH 1230)
MAXIMUM TREE HEIGHT: 10'
14'-4"
(SVP OH 1230)

MAX PLANT
HEIGHT: 3'
10'-0"
(SVP OH 1230)

MAX PLANT
HEIGHT: 3'
15'-0" FRONT SETBACK
0 5' 10' 20'
1"=10'-0"
/
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OFF SITE TREE

SAVE & PROTECT FROM DAMAGE
(5)

ON SITE TREE, PROTECTED
(0)

ON-SITE TREE, NON-PROTECTED

TO BE REMOVED
(25)
LEGEND
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TREE MITIGATION NOTES
1 REPLACE (25) REMOVED TREES AT A
RATIO OF 2:1, WITH (50) TREES TOTAL.
2 PROVIDE (5) 36" BOX TREES ON-SITE.
3 PROVIDE (45) 24" BOX TREES OFF-SITE IN A
LOCATION TO BE DETERMINED BY THEDIRECTOR OF COMMUNITY DEVELOPMENT. 'FMF
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MAWA ACRE FEETNR

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ETWU I ACRE FEET/YR I
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EFFICIENCY SrTE PLANT FACTOR COMPLIANT

70.7% I YES I
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TOTALAAEA I 8.949
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MAWA FORMULA
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MATERIALS LEGEND

SYMBOL DESCRIPTION
ROOT BARRIER, 16' LONG SECTIONS, CENTERED ON TREE TRUNK. SEE 3/L3.2.

AS MANUFACTURED BY DEEP ROOT (415 781 9700). MODEL NUMBER: UB18-2.

PLANT PALLETE
MWELO

TREES IV RATING / MATURE
QTY SIZE SYMBOL BOTANICAL NAME COMMON NAME NOTES PLANT FACTOR HEIGHT x WIDTH 5 36" BOX LAG MUS LAGERSTROEMIA x 'MUSKOGEE' LAVENDER-FLOWERING CRAPE MYRTLE SINGLE-TRUNK L / 0.3 15-20' x 12' MWELO
BIORETENTION PLANTS (AS PER SANTA CLARA VALLEY, C.3 STORMWATER HANDBOOK, APPENDIX D) IV RATING MATURE QTY SIZE SYMBOL BOTANICAL NAME COMMON NAME NOTES PLANT FACTOR HEIGHT x WIDTH 51 1 GAL CAL KAR CALAMAGROSTIS x ACUTIFLORA 'KARL FORSTER' FEATHER REED GRASS CA NATIVE L / 0.3 2-3' x 2-3' 291 1 GAL CAR PAN CAREX PANSA DUNE SEDGE CA NATIVE L / 0.3 1' x 1' 41 1 GAL CAR TUM CAREX TUMILICOLA BERKELEY SEDGE CA NATIVE L / 0.3 3' x 3' 75 1 GAL JUN PAT JUNCUS PATENS CALIFORNIA GRAY RUSH CA NATIVE L / 0.3 1' x 2' MWELO

SHRUBS IV RATING MATURE
QTY SIZE SYMBOL BOTANICAL NAME COMMON NAME NOTES PLANT FACTOR HEIGHT x WIDTH 2 5 GAL FRA LIT FRANGULA 'LITTLE SUR' LITTLE SUR COFFEEBERRY CA NATIVE L / 0.3 3-4' x 3-4' 143 1 GAL LAV MUN LAVENDULA ANGUSTIFOLIA 'MUNSTEAD' ENGLISH LAVENDER L / 0.3 1-2' x 2-3' 2 1 GAL MAH AQU MAHONIA AQUAFOLIUM OREGON GRAPE CA NATIVE L / 0.3 3-6' x 2-5' 21 1 GAL PHO YEL PHORMIUM TENAX 'YELLOW WAVE' CREAM NEW ZEALAND FLAX L / 0.3 3' x 3-4' MWELO

PERENNIALS IV RATING MATURE
QTY SIZE SYMBOL BOTANICAL NAME COMMON NAME NOTES PLANT FACTOR HEIGHT x WIDTH 2 1 GAL ACH MIL ACHILLEA MILLEFOLIUM COMMON YARROW CA NATIVE L / 0.3 1-3' x 2' 17 1 GAL ASC KOT ASCLEPIAS ERIOCARPA 'KOTOLO' MILKWEED CA NATIVE L / 0.3 1-3' x 1' 12 1 GAL ASC FAS ASCLEPIAS FASCICULARIS NARROWLEAF MILKWEED CA NATIVE L / 0.3 1.5' x 3.5.' 1 1 GAL ASC SPE ASCLEPIAS SPECIOSA SHOWY MILKWEED CA NATIVE L / 0.3 4-6' x 4' 28 1 GAL ERI GLA ERIGERON GLAUCUS SEASIDE FLEABANE CA NATIVE L / 0.3 6-12" x 2' 16 1 GAL IRI DOU IRIS DOUGLASIANA DOUGLAS IRIS CA NATIVE L / 0.3 <0.5--2.5' x 2-4'' 207 1 GAL LIM PER LIMONIUM PEREZII STATICE L / 0.3 2' x 2' 14 1 GAL LUP BIC LUPINUS BICOLOR LUPINE CA NATIVE L / 0.3 <0.5-2.5' x 1' 1 1 GAL MON VIL MONARDELLA VILLOSA COYOTE MINT CA NATIVE L / 0.3 2' x 3' 2 1 GAL OEN ELA OENOTHERA ELATA HOOKER'S EVENING PRIMROSE CA NATIVE L / 0.3 5' x 3' 36 1 GAL PEN HET PENSTEMOM HETEROPHYLLUS FOOTHILL PENSTEMON CA NATIVE L / 0.3 1-2' x 1-2' 32 1 GAL SAL SPA SALVIA SPATHACEA HUMMINGBIRD SAGE CA NATIVE L / 0.3 1-3' x 1-3' 42 1 GAL SIS BEL SISYRINCHIUM BELLUM BLUE EYED GRASS CA NATIVE L / 0.3 1-2' x 1' 2 1 GAL VER LAS VERBENA LASIOSTACHYS WESTERN VERVAIN CA NATIVE L / 0.3 1-3' x 3' MWELO

GROUND COVERS IV RATING MATURE
QTY SIZE SYMBOL BOTANICAL NAME COMMON NAME NOTES PLANT FACTOR HEIGHT x WIDTH 97 1 GAL CEA COU CEANOTHUS 'JOYCE COULTER' CREEPING MOUNTAIN LILAC CA NATIVE L / 0.3 2' x 8' 868 1 GAL LAN MON LANTANA MONTEVIDENSIS TRAILING LANTANA L / 0.3 1-2' x 3-5' SOURCE OF INFORMATION FOR PLANT WATER USE: WATER USE CLASSIFICATION OF LANDSCAPE SPECIES (WUCOLS) IV, 2014. PLANT FACTORS: LOW (0 TO 0.3), MEDIUM (0.4 TO 0.6), HIGH (0.7 TO

1.0), WUCOLS REGION NUMBER 1.

NONE OF THE PLANT LIST SPECIES ARE LISTED BY THE CALIFORNIA INVASIVE PLANT COUNCIL.

MATURE PLANT HEIGHT AND SPREAD IS SOURCED FROM SUNSET WESTERN GARDEN BOOK & NATIONAL WILDLIFE FEDERATION PLANT LIST RECOMMENDATIONS FOR MONARCH GARDEN COMMUNITIES IN THE BAY AREA.

PLANTS LOCATED ADJACENT TO BUILDINGS, SIDEWALKS, ROADS OR OBSTRUCTIONS ARE INSTALLED TO ACCOMMODATE THEIR MINIMUM SPREAD ACCORDING TO THE PLANT LIST.

NOTES
1 FOR STORMWATER TREATMENT FACILITIES, SEE CIVIL ENGINEER'S DRAWINGS. 2 TREE CLEARANCES FROM UTILITY LINES
10' SEWER
5' ELECRICAL & GAS 5' DOMESTIC WATER / RECYCLED WATER (WITH ROOT BARRIER) 10' DOMESTIC WATER / RECYCLED WATER (WITHOUT ROOT BARRIER) 3 ROOT BARRIERS PER CITY OF SANTA CLARA WILL BE USED WHEN THE DRIPLINE OF THE CANOPY AT MATURITY COVERS THE SIDEWALK. ROOT BARRIERS SHALL BE 16 FEET LONG OR EXTEND TO THE DRIP LINE OF THE MATURE TREE, WHICHEVER IS GREATER, AND BE 1.5 FEET DEEP, AND CENTERED ON THE TREE.ROOT BARRIERS FOR CURB AND GUTTER PROTECTION SHALL BE 16 FEET LONG OR EXTEND TO THE DRIP LINE OF THE MATURE TREE, WHICHEVER IS GREATER, AND BE 2.0 FEET DEEP, AND CENTERED ON THE TREE.

AMENDMENT & MULCH
1 MASS GRADING IS ANTICIPATED AT ON-GRADE PLANTING AREAS. AFTER ROUGH GRADING IS COMPLETE, SUBMIT REPRESENTATIVE SOIL SAMPLES TO A SOIL ANALYSIS LABORATORY FOR SOIL TEXTURE, INFILTRATION RATE, pH, TOTAL SOLUBLE SALTS, SODIUM, PERCENT SOIL ORGANIC MATERIAL, AMENDMENT RECOMMENDATION (INCLUDING USE OF COMPOST AT A MINIMUM OR 4 CUBIC YARDS PER 1,000 SF, OR AT A RATE SUFFICIENT TO BRING SOIL ORGANIC MATTER UP TO 6% BY DRY WEIGHT. COMPOST SHALL BE INCORPORATED AT LEAST 6 INCHES DEEP. AMEND THE SOIL AS RECOMMENDED BY THE SOIL ANALYSIS REPORT. 2 INSTALL 3" DEEP LAYER OF MULCH IN ON-GRADE PLANTING AREAS & CAST-IN-PLACE CONCRETE PLANTERS. MULCH SHALL BE AS AVAILABLE AT LYNGSO GARDEN MATERIALS (650.364.1730) "PREMIUM ARBOR MULCH", WHICH QUALIFIES FOR RECYCLED CONTENT CRITERIA.

MWELO STATEMENTS
1 I HAVE COMPLIED WITH THE CRITERIA OF THE MWELO ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. 2 A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. 3 A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDSCAPE PLANS, THE DESIGNER OF THE IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT. 4 AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. 5 A LANDSCAPE WASTE DIVERSION PLAN SHALL BE COMPLETED AND SUBMITTED WITH THE CERTIFICATE OF COMPLETION.

SIGNATURE
(5) LAG MUS
PERIMETER FENCING.

SEE ARCHITECT'S
DRAWINGS.

PERIMETER FENCING.

SEE ARCHITECT'S
DRAWINGS.

PERIMETER FENCING.

SEE ARCHITECT'S
DRAWINGS.

PERIMETER FENCING.

SEE ARCHITECT'S
DRAWINGS.
(132) LAN MON (14) LIM PER (98) LIM PER (6) PHO YEL (5) PHO YEL (18) LAN MON (5) PHO YEL (10) CEA COU(57) LAN MON(7) CEA COU(18) LAN MON(14) CEA COU(49) LAN MON(6) CEA COU(21) LAN MON(12) CEA COU(49) LAN MON(12) CEA COU(49) LAN MON(12) CEA COU(49) LAN MON(12) CEA COU(52) LAN MON(62) LIM PER (7) LAN MON
(7) LAN MON
(126) LAN MON (65) LAN MON
(126) LAN MON
(143) LAV MUN ROOT BARRIER, 80 LF.

SEE 3/L3.2.
(12) LAN MON(2) PHO YEL
(3) PHO YEL
(14) LIM PER (19) LIM PER
(2) MAH AQU(2) FRA LIT(1) ASC SPE
(32) SAL SPA
(36) PEN HET
(28) ERI GLA
(42) SIS BEL
(1) MON VIL
(2) VER LAS
(2) ACH MIL
(17) ASC KOT
(12) ASC FAS
(16) IRI DOU
(2) OEN ELA
(14) LUP BIC
(18) JUN PAT
(12) CAR TUM
(21) JUN PAT
(5) CAR TUM
(12) CAL KAR
(75) CAR PAN
(12) CAL KAR
(75) CAR PAN
(15) CAL KAR
(73) CAR PAN
(18) JUN PAT
(12) CAR TUM
(18) JUN PAT
(12) CAR TUM
(12) CAL KAR
(68) CAR PAN
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2 1 SEE TREE PLANTING DETAIL, SEE 2/L3.2.

FINISH GRADE.ROOT BARRIER. PLACE ROOT BARRIER 2" MAXIMUM CLEAR OF PAVEMENT EDGE. EXPOSE TOP OF ROOTBARRIER 1/2" ABOVE TOP OF SOIL. SEE PLANS FOR LOCATIONS.

CURB OR PAVEMENT. SEE PLANS FOR PAVEMENT TYPE.
1 2
3 4
PLANTING AREA. SEE PLANTING PLAN FOR PLANT MATERIALS.MULCH IN ALL PLANTING AREAS SLOPE TOP OF SOIL AT 2% MINIMUM. SEE GRADING PLAN.

IMPORTED TOPSOIL MIX & AMENDED PLANTING SOIL MIX. IF SOIL

SETTLEMENT OCCURS, ADD IMPORTED SOIL MIX & RAISE PLANTS

TO MAINTAIN PROPOSED GRADES WITHOUT COVERING PLANT ROOT CROWNS.

EXISTING SITE SOIL / IMPORT TOPSOIL MIX.
1 2
3 4
5 3x BOX
WIDTH
1 2
3 4
5 6
7 89
10 1 SPECIFIED TREE -

IMPORTED TOPSOIL MIX & AMENDED PLANTING SOIL MIX
2 BLACK REINFORCED RUBBER TREE COLLAR - SET AT
LOWEST POINT AT TRUNK TO ENSURE ERECT TREE POSTURE.
3 #10 GAUGE GALVANIZED GUY WIRE.
4 WOOD STAKES, (2) PER TREE. DO NOT PENETRATE ROOTBALL.

TRIM TOP OF STAKE 12" ABOVE GUY WIRE.
6 FERTILIZER TABLETS - (5) PER 15 GAL. TREE, (8) PER 24" BOX TREE, (12) PER 36" BOX TREE, (16) PER 48" BOX TREE.
7 EXISTING SITE SOIL. DO NOT DISTURB.
8 ROOTBALL - GENTLY SCARIFY PRIOR TO PLANT INSTALLATION.9 PLANTING PIT: IMPORT TOPSOIL & AMENDED PLANTING SOIL MIX .
10 TAMPED IMPORT TOPSOIL & AMENDED PLANTING SOIL MIX , 4" DEEP.
11 3" BARK MULCH LAYER MULCH. TOP OF MULCH IS FINISH GRADE ELEVATION. PLACE NO MULCH ON ROOT CROWNS.
11 7
8 1
2 3
4 5
6 IMPORTED TOPSOIL MIX & AMENDED PLANTING SOIL MIX
3 PLANTING PIT: IMPORT TOPSOIL & AMENDED PLANTING SOIL MIX . 4 ROOTBALL: SCARIFY PRIOR TO PLANT INSTALLATION.
5 TAMPED IMPORT TOPSOIL & AMENDED SOIL MIX BACKFILL, 2" DEEP. 6 EXISTING SITE SOIL. DO NOT DISTURB.
7 3" DEEP MULCH LAYER. PLACE NO MULCH ON ROOT CROWNS.
8 FERTILIZER TABLET - (1) PER 1 GAL. SHRUB, (2) PER 5 GAL. SHRUB, (5) PER 15 GAL. SHRUB.
3x CAN CONTAINER

DIAMETER
3 2
1 NATIVE SOIL.

CLASS II PERMEABLE LAYER. SEE CIVIL DWGS.

TREATMENT SOIL. SEE CIVIL DWGS.

PLANT. SCARIFY ROOTBALL PRIOR TO PLANTING.

NON-FLOATING MULCH IN AREAS BETWEEN PLANTS,
3-INCH LAYER. DON'T COVER ROOT CROWNS.SUBMIT SAMPLE FOR APPROVAL PRIOR TO INSTALLATION. 3 2
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