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PA ALIGN PLANTING AREA LOCATION MAP GENERAL NOTES TYP. SIM CONT. EQ. TYPICAL SIMILAR CONTINUOUS EQUAL TO BE DETERMINED TBD SPACING SP CENTER LINE PROPERTY LINE HDR HEADER BOARD 1. THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXEMPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF ENGINEER. 2. THE CONTRACTOR SHALL CONSULT WITH PROJECT OWNER FOR SPECIAL INSTRUCTIONS REGARDING THE MIDWAY VILLAGE CAPPED AREA. WHERE REQUIREMENTS DIFFER, DEPARTMENT OF TOXIC SUBSTANCES CONTROL (DTSC) REQUIREMENTS FOR THIS AREA SHALL SUPERCEDE THESE NOTES. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS NECESSARY TO PERFORM THE WORK SHOWN IN THESE PLANS FROM THE APPROPRIATE AGENCIES. 4. THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF ANY AIRBORNE DUST NUISANCE AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS FAILURE TO DO SO. 5. THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS FOR PRIVATE PROPERTY ADJACENT TO WORK THROUGHOUT THE PERIOD OF CONSTRUCTION. 6. THE CONTRACTOR SHALL POST EMERGENCY TELEPHONE NUMBERS FOR POLICE, FIRE, AMBULANCE, AND THOSE AGENCIES RESPONSIBLE FOR MAINTENANCE OF UTILITIES IN THE VICINITY OF JOB SITE. 7. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CALL UNDERGROUND SERVICE ALERT (U.S.A.), AT 800-227-2600. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED AND MERGED IN THE CONTRACT UNIT PRICE. 8. ALL EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE OWNER, CITY ENGINEER OR UTILITY AGENCY REPRESENTATIVE, AT THE CONTRACTOR'S SOLE EXPENSE. 8. THE USE OR INSTALLATION OF ANY MATERIAL OR EQUIPMENT WHICH IS MADE FROM, OR WHICH CONTAINS ASBESTOS FOR USE IN THE CONSTRUCTION OF THESE IMPROVEMENTS, IS NEITHER SPECIFIED NOR RECOMMENDED. ANY PARTY INSTALLING OR USING ANY SUCH MATERIALS OR EQUIPMENT SHALL BE SOLELY RESPONSIBLE FOR ALL INJURIES, DAMAGES, OR LIABILITIES OF ANY KIND, CAUSED BY THE USE OF SUCH MATERIALS OR EQUIPMENT. 9. THE CONTRACTOR SHALL MEET AND FOLLOW ALL NPDES REQUIREMENTS IN EFFECT AT THE TIME OF CONSTRUCTION. 10. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE THERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT GATES & ASSOCIATES AT (925) 736-8176 FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY. 11. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PUBLIC SAFETY AND SAFETY OF EXISTING STRUCTURES. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRICADES, TRAFFIC CONTROLS, SHORINGS, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE SPECIFICATIONS AND LOCAL SAFETY ORDINANCES. 12. CONTRACTOR SHALL AVOID DISTURBANCE OF EXISTING SURVEY POINTS (REBAR WITH FLAGS) ON THE SITE. SHOULD DISTURBANCE BE NECESSARY, CONTRACTOR SHALL MEASURE PRECISE LOCATION AND RETURN UPON COMPLETION OF WORK. 1. EXISTING CONDITIONS INFORMATION SHOWN IS BASED ON TOPOGRAPHIC SURVEY PROVIDED BY OTHERS AND RECORD INFORMATION PROVIDED BY OTHERS. ACTUAL CONDITIONS AT THE SITE MAY VARY SUBSTANTIALLY FROM THAT SHOWN ON THESE PLANS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND EXISTING CONDITIONS SHOWN ON THESE PLANS. 2. THE LIMITS OF DEMOLITION ARE APPROXIMATELY AS SHOWN ON THIS DEMOLITION PLAN. THE EXACT LIMIT SHALL BE DETERMINED BY THE LIMITS OF THE NEW IMPROVEMENTS TO BE CONSTRUCTED. 3. EXISTING TREES TO REMAIN, AS SHOWN, AND SHALL BE PROTECTED PER SPECIFICATIONS AND TREE PROTECTION NOTES. 4. ANY DAMAGE TO THE SURROUNDING CONCRETE PAVING AND AC ROAD DUE TO CONSTRUCTION SHALL BE REPAIRED TO PRE EXISTING CONDITIONS TO THE SATISFACTION OF OWNER AND AT NO ADDITIONAL COST TO OWNER. 5. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND ACCURATELY DEMARCATED. 6. ANY DAMAGE TO EXISTING GRASS OR VEGETATION OUTSIDE THE CONSTRUCTION LIMITS AND STAGING AREAS SHALL BE REPLACED TO MATCH PRE EXISTING CONDITIONS AND TO THE SATISFACTION OF THE OWNER. 7. EXISTING IRRIGATION TO EXISTING TREES & SHRUBS TO REMAIN SHALL BE PROTECTED IN PLACE. 8. PROTECT EXISTING UTILITY STRUCTURES, PLANTERS, LANDSCAPING, BUILDINGS AND FENCES AS NOTED ON PLANS, DURING DEMOLITION OF EXISTING STRUCTURES AND REMOVAL OF PAVEMENT AND SIDEWALKS. 9. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF CONFLICTS EXIST. 10. ALL IRRIGATION WITHIN LIMIT OF WORK SHALL BE ABANDONED IN PLACE. ANY IRRIGATION EQUIPMENT LINES, VALVES, SPRAY HEADS ETC.. DISCOVERED AND VISIBLE DURING CONSTRUCTION SHALL BE REMOVED AND DISPOSED. 11. COMPLETELY REMOVE AND DISPOSE OF EXISTING WOOD POSTS FROM CIRCULAR CONCRETE PLANTING AREAS. DEMOLITION NOTES PROJECT SITE of DRAWN: PROJECT NUMBER: DATE: SCALE: CHECK: 2671 CROW CANYON RD. SAN RAMON, CA 94583 DATE: ISSUE: DESCRIPTION: GATE A SOCIATES S BID SET 4612 VL VL 09/09/2014 02.14.2014 65% PLANS 03.14.2014 100% PLANS ISSUE 1 ISSUE 2 CALIFORNIA DALY CITY MIDWAY VILLAGE 0" 1 2" 1" 2" 05.01.2014 BID SET ISSUE 3 09.09.2014 REVISED BID SET ISSUE 4 L0.1 NOTES & LEGENDS SHEET INDEX L 0.1 NOTES & LEGENDS L 0.2 PLANTING NOTES & LEGEND L 0.3 DEMOLITION PLAN L1.1 SPOT ELEVATIONS L 2.1 PLANTING PLAN L 2.2 PLANTING PLAN L 2.3 PLANTING PLAN L 2.4 PLANTING PLAN L 3.1 IRRIGATION PLAN L 3.2 IRRIGATION PLAN L 3.3 IRRIGATION PLAN L 3.4 IRRIGATION PLAN L 3.5 IRRIGATION NOTES & LEGEND L 3.6 IRRIGATION DETAILS L 3.7 IRRIGATION DETAILS L3.8 IRRIGATION DETAILS L4.1 CONSTRUCTION DETAILS L4.2 CONSTRUCTION DETAILS LEGEND MULCH (E) PEDESTRIAN CONCRETE PAVING, TYP. PRESERVE & PATCH (E) ASPHALT PAVING, TYP. PRESERVE & PATCH, SEE LAYOUT PLANS ASPHALT PAVING, TYP. (E) WALL, PRESERVE & PATCH. EXISTING TREE TO REMAIN, PRESERVE & PROTECT LAYOUT NOTES 1. PATCH HOLES IN CIRCULAR CONCRETE PLANTERS WITH CONCRETE WHERE WOOD POSTS WERE REMOVED. SMOOTH TO MATCH EXISTING. 2. EXISTING RETAINING WALLS TO REMAIN ARE TO BE PRESERVED AND PROTECTED IN PLACE. 3. ADD MAINTENANCE PARKING TO COURT ISLANDS AS SHOWN ON L4.2, DETAIL #3. FRONT YARD PAVERS MFR: PAVESTONE OR APPROVED EQUAL MODEL: HOLLAND STONE PARKWAY SIZE: 80MM PATTERN: PARQUET COLOR: SANDSTONE BLEND PH: 530.795.4400 INSTALL PER MFR'S SPECS AND DETAILS. SOD MFR: PACIFIC SOD TYPE: MEDALLION DWARF WITH BONSAI OR APPROVED EQUAL INSTALL PER MFR'S SPECS AND DETAILS PH: 800.942.5296 NTS. (E) COBBLE VENEER WALL, PRESERVE & PATCH. 1 L4.1 5 L4.2 GRADING NOTES 1. EXISTING SITE GRADES ARE GENERALLY TO REMAIN. DRAG TO A SMOOTH, EVEN SURFACE. FINISH GRADES SHALL SLOPE TO DRAIN WITHOUT WATER POCKETS OR IRREGULARITIES AFTER THOROUGH SETTLEMENT, AMENDMENT AND COMPACTION OF SOIL. FUNCTIONAL USE AND APPEARANCE SHALL BE THE GOVERNING FACTOR.

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  • PA

    ALIGN

    PLANTING AREA

    LOCATION MAP

    GENERAL NOTES

    TYP.

    SIM

    CONT.

    EQ.

    TYPICAL

    SIMILAR

    CONTINUOUS

    EQUAL

    TO BE DETERMINEDTBD

    SPACINGSP

    CENTER LINE

    PROPERTY LINE

    HDR HEADER BOARD

    1. THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLYACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BEREQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITECONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENTSHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TONORMAL WORKING HOURS. THE CONTRACTOR FURTHER AGREES TODEFEND, INDEMNIFY AND HOLD OWNER AND ENGINEER HARMLESS FROMANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THEPERFORMANCE OF WORK ON THIS PROJECT, EXEMPTING LIABILITY ARISINGFROM THE SOLE NEGLIGENCE OF ENGINEER.

    2. THE CONTRACTOR SHALL CONSULT WITH PROJECT OWNER FOR SPECIALINSTRUCTIONS REGARDING THE MIDWAY VILLAGE CAPPED AREA. WHEREREQUIREMENTS DIFFER, DEPARTMENT OF TOXIC SUBSTANCES CONTROL(DTSC) REQUIREMENTS FOR THIS AREA SHALL SUPERCEDE THESE NOTES.

    3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITSNECESSARY TO PERFORM THE WORK SHOWN IN THESE PLANS FROM THEAPPROPRIATE AGENCIES.

    4. THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THEFORMATION OF ANY AIRBORNE DUST NUISANCE AND SHALL BE RESPONSIBLEFOR ANY DAMAGE RESULTING FROM HIS FAILURE TO DO SO.

    5. THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS FOR PRIVATEPROPERTY ADJACENT TO WORK THROUGHOUT THE PERIOD OFCONSTRUCTION.

    6. THE CONTRACTOR SHALL POST EMERGENCY TELEPHONE NUMBERS FORPOLICE, FIRE, AMBULANCE, AND THOSE AGENCIES RESPONSIBLE FORMAINTENANCE OF UTILITIES IN THE VICINITY OF JOB SITE.

    7. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN INTHEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATIONAVAILABLE TO THE ENGINEER AT THE TIME OF PREPARATION OF THESEPLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NOGUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THEINFORMATION SHOWN. THE CONTRACTOR SHALL NOTIFY UTILITYCOMPANIES AT LEAST THREE (3) WORKING DAYS IN ADVANCE OFCONSTRUCTION TO FIELD LOCATE UTILITIES. CALL UNDERGROUND SERVICEALERT (U.S.A.), AT 800-227-2600. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSEUTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BYLOCATING SERVICES. ADDITIONAL COSTS INCURRED AS A RESULT OFCONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIORTO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BYTHE CONTRACTOR AND ASSUMED INCLUDED AND MERGED IN THECONTRACT UNIT PRICE.

    8. ALL EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGEDDURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THESATISFACTION OF THE OWNER, CITY ENGINEER OR UTILITY AGENCYREPRESENTATIVE, AT THE CONTRACTOR'S SOLE EXPENSE.

    8. THE USE OR INSTALLATION OF ANY MATERIAL OR EQUIPMENT WHICH ISMADE FROM, OR WHICH CONTAINS ASBESTOS FOR USE IN THECONSTRUCTION OF THESE IMPROVEMENTS, IS NEITHER SPECIFIED NORRECOMMENDED. ANY PARTY INSTALLING OR USING ANY SUCH MATERIALSOR EQUIPMENT SHALL BE SOLELY RESPONSIBLE FOR ALL INJURIES, DAMAGES,OR LIABILITIES OF ANY KIND, CAUSED BY THE USE OF SUCH MATERIALS OREQUIPMENT.

    9. THE CONTRACTOR SHALL MEET AND FOLLOW ALL NPDES REQUIREMENTS INEFFECT AT THE TIME OF CONSTRUCTION.

    10. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVETHERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS,THE CONTRACTOR SHALL CONTACT GATES & ASSOCIATES AT (925) 736-8176FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY.

    11. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FORTHE PUBLIC SAFETY AND SAFETY OF EXISTING STRUCTURES. THECONTRACTOR SHALL PROVIDE ADEQUATE BARRICADES, TRAFFIC CONTROLS,SHORINGS, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL,STATE SPECIFICATIONS AND LOCAL SAFETY ORDINANCES.

    12. CONTRACTOR SHALL AVOID DISTURBANCE OF EXISTING SURVEY POINTS(REBAR WITH FLAGS) ON THE SITE. SHOULD DISTURBANCE BE NECESSARY,CONTRACTOR SHALL MEASURE PRECISE LOCATION AND RETURN UPONCOMPLETION OF WORK.

    1. EXISTING CONDITIONS INFORMATION SHOWN IS BASED ONTOPOGRAPHIC SURVEY PROVIDED BY OTHERS AND RECORDINFORMATION PROVIDED BY OTHERS. ACTUAL CONDITIONS AT THESITE MAY VARY SUBSTANTIALLY FROM THAT SHOWN ON THESE PLANS.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIORTO START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNEROF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS ANDEXISTING CONDITIONS SHOWN ON THESE PLANS.

    2. THE LIMITS OF DEMOLITION ARE APPROXIMATELY AS SHOWN ON THISDEMOLITION PLAN. THE EXACT LIMIT SHALL BE DETERMINED BY THELIMITS OF THE NEW IMPROVEMENTS TO BE CONSTRUCTED.

    3. EXISTING TREES TO REMAIN, AS SHOWN, AND SHALL BE PROTECTEDPER SPECIFICATIONS AND TREE PROTECTION NOTES.

    4. ANY DAMAGE TO THE SURROUNDING CONCRETE PAVING AND ACROAD DUE TO CONSTRUCTION SHALL BE REPAIRED TO PREEXISTING CONDITIONS TO THE SATISFACTION OF OWNER AND ATNO ADDITIONAL COST TO OWNER.

    5. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE LIMITSOF LAND DISTURBANCE SHALL BE CLEARLY AND ACCURATELYDEMARCATED.

    6. ANY DAMAGE TO EXISTING GRASS OR VEGETATION OUTSIDE THECONSTRUCTION LIMITS AND STAGING AREAS SHALL BE REPLACEDTO MATCH PRE EXISTING CONDITIONS AND TO THE SATISFACTIONOF THE OWNER.

    7. EXISTING IRRIGATION TO EXISTING TREES & SHRUBS TO REMAINSHALL BE PROTECTED IN PLACE.

    8. PROTECT EXISTING UTILITY STRUCTURES, PLANTERS,LANDSCAPING, BUILDINGS AND FENCES AS NOTED ON PLANS,DURING DEMOLITION OF EXISTING STRUCTURES AND REMOVAL OFPAVEMENT AND SIDEWALKS.

    9. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF CONFLICTSEXIST.

    10. ALL IRRIGATION WITHIN LIMIT OF WORK SHALL BE ABANDONED INPLACE. ANY IRRIGATION EQUIPMENT LINES, VALVES, SPRAY HEADSETC.. DISCOVERED AND VISIBLE DURING CONSTRUCTION SHALL BEREMOVED AND DISPOSED.

    11. COMPLETELY REMOVE AND DISPOSE OF EXISTING WOOD POSTSFROM CIRCULAR CONCRETE PLANTING AREAS.

    DEMOLITION NOTES

    PROJECT SITE

    of

    DRAWN:

    PROJECT NUMBER:

    DATE:

    SCALE:

    CHECK:

    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 309.09.2014REVISED BID SETISSUE 4

    L0.1

    NOTES & LEGENDS

    SHEET INDEXL 0.1 NOTES & LEGENDSL 0.2 PLANTING NOTES & LEGENDL 0.3 DEMOLITION PLANL1.1 SPOT ELEVATIONSL 2.1 PLANTING PLANL 2.2 PLANTING PLANL 2.3 PLANTING PLANL 2.4 PLANTING PLANL 3.1 IRRIGATION PLANL 3.2 IRRIGATION PLANL 3.3 IRRIGATION PLANL 3.4 IRRIGATION PLANL 3.5 IRRIGATION NOTES & LEGENDL 3.6 IRRIGATION DETAILSL 3.7 IRRIGATION DETAILSL3.8 IRRIGATION DETAILSL4.1 CONSTRUCTION DETAILSL4.2 CONSTRUCTION DETAILS

    LEGEND

    MULCH

    (E) PEDESTRIAN CONCRETE PAVING, TYP.PRESERVE & PATCH

    (E) ASPHALT PAVING, TYP.PRESERVE & PATCH, SEE LAYOUT PLANS

    ASPHALT PAVING, TYP.

    (E) WALL, PRESERVE & PATCH.

    EXISTING TREE TO REMAIN,PRESERVE & PROTECT

    LAYOUT NOTES

    1. PATCH HOLES IN CIRCULAR CONCRETE PLANTERS WITH CONCRETEWHERE WOOD POSTS WERE REMOVED. SMOOTH TO MATCH EXISTING.

    2. EXISTING RETAINING WALLS TO REMAIN ARE TO BE PRESERVED ANDPROTECTED IN PLACE.

    3. ADD MAINTENANCE PARKING TO COURT ISLANDS AS SHOWN ON L4.2,DETAIL #3.

    FRONT YARD PAVERSMFR: PAVESTONE OR APPROVED EQUALMODEL: HOLLAND STONE PARKWAYSIZE: 80MMPATTERN: PARQUETCOLOR: SANDSTONE BLENDPH: 530.795.4400INSTALL PER MFR'S SPECS AND DETAILS.

    SODMFR: PACIFIC SODTYPE: MEDALLION DWARF WITH BONSAI ORAPPROVED EQUALINSTALL PER MFR'S SPECS AND DETAILSPH: 800.942.5296

    NTS.

    (E) COBBLE VENEER WALL,PRESERVE & PATCH.

    1

    L4.1

    5

    L4.2

    GRADING NOTES

    1. EXISTING SITE GRADES ARE GENERALLY TO REMAIN. DRAG TO ASMOOTH, EVEN SURFACE. FINISH GRADES SHALL SLOPE TO DRAINWITHOUT WATER POCKETS OR IRREGULARITIES AFTER THOROUGHSETTLEMENT, AMENDMENT AND COMPACTION OF SOIL. FUNCTIONALUSE AND APPEARANCE SHALL BE THE GOVERNING FACTOR.

  • SEE PLANT LISTFOR ADDT'L. INFO.

    FOR ADDT'L INFO.

    XX

    XXXX

    QUANTITY

    QUANTITY

    GROUNDCOVER

    SHRUB NAME SEE PLANT LIST

    PLANT LEGEND

    XX

    XXQUANTITYTREE NAME SEE PLANT LIST

    FOR ADDT'L. INFO.

    of

    DRAWN:

    PROJECT NUMBER:

    DATE:

    SCALE:

    CHECK:

    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 3

    09.09.2014REVISED BID SETISSUE 4

    L0.2

    PLANTING NOTES

    1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH PLANTINGWORK AND UNDER THE SUPERVISION OF A QUALIFIED PLANTING FOREMAN.

    2. THE LANDSCAPE CONTRACTOR IS TO PROVIDE AN AGRICULTURALSUITABILITIES ANALYSIS FOR ON-SITE TOPSOIL. RECOMMENDATIONS FORAMENDMENTS CONTAINED IN THIS ANALYSIS ARE TO BE CARRIED OUTBEFORE PLANTING OCCURS.

    3. EXISTING SITE GRADES ARE GENERALLY TO REMAIN. DRAG TO A SMOOTH,EVEN SURFACE. FINISH GRADES SHALL SLOPE TO DRAIN WITHOUT WATERPOCKETS OR IRREGULARITIES AFTER THOROUGH SETTLEMENT,AMENDMENT AND COMPACTION OF SOIL. FUNCTIONAL USE ANDAPPEARANCE SHALL BE THE GOVERNING FACTOR.

    4. PLANT COUNT IS FOR THE CONVENIENCE OF THE CONTRACTOR. IN CASEOF DISCREPANCIES, THE PLAN SHALL GOVERN.

    5. PLANT MATERIAL LOCATIONS SHOWN ARE DIAGRAMMATIC AND MAY BESUBJECT TO CHANGE IN THE FIELD BY THE LANDSCAPE ARCHITECT. PLANTLOCATIONS ARE TO BE ADJUSTED IN THE FIELD AS NECESSARY TO SCREENUTILITIES BUT NOT TO BLOCK WINDOWS, SIGNS NOR IMPEDE ACCESS.

    6. ALL TREES ARE TO BE STAKED AS SHOWN PER DETAIL. BRANCHING HEIGHTOF TREES SHALL BE A 6'-0" MINIMUM ABOVE FINISH GRADE. ALL TREES IN AFORMAL GROUP PLANTING SHALL BE MATCHING IN SIZE AND SHAPE.

    7. PLANT TREES 3'-0" MINIMUM FROM FACE OF CURB AT PARKING, AND FROMEDGES OF PAVING. ALL TREES WITHIN 5' OF PAVING AREAS SHALL HAVEDEEP ROOT BARRIERS INSTALLED. SEE ROOT BARRIER DETAIL. DEEP ROOTBARRIER MODEL NO. UB.24.2. (415) 344-1464. INSTALL PER MANUFACTURER'SSPECIFICATIONS.

    8. ON GRADE PLANTING BACKFILL MIX SHALL CONSIST OF 2 PARTS NATIVETOPSOIL AND 1 PART AMENDMENT FERTILIZER MIX PER SOIL ANALYSISRECOMMENDATIONS OF SPECIFICATIONS.

    9. ALL PLANTING AREAS SHALL BE TOP-DRESSED WITH 3" LAYER OF CHIPPEDMULCH. MULCH STOCKPILED ON-SITE SHALL BE USED AS AVAILABLE.CONTACT OWNER FOR LOCATION OF ON-SITE MULCH. CONTRACTOR TOPROVIDE REMAINING MULCH NEEDED IF ANY. SUBMIT SAMPLE TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO ORDERING.

    10. ALL SLOPES GREATER THAN 2.5:1 SHALL BE COVERED WITH JUTE NETTINGPER THE MANUFACTURER'S SPECIFICATIONS. OVERLAP ALL EDGES AMINIMUM OF 2" AND SECURE AS REQUIRED WITH METAL STAPLES.

    11. PROVIDE 4" BERM AROUND TREE FOR WATER BASIN. SEE TREE STAKINGDETAIL. BERM TO BE REMOVED IN LAWN AREA AFTER INITIAL WATERING.MULCH TREE WELL WITH 3" LAYER OF CHOPPED BARK MULCH. KEEP MULCHAWAY FROM TREE TRUNK.

    12. EACH PLANT SHALL RECEIVE GRO-POWER (7 GRAM TABLETS) SLOW RELEASEPLANT TABLETS: 20-10-5 COMPOSITION. APPLY PER MANUFACTURER'SSPECIFICATIONS. PLACE NEAR ROOTBALL:

    14 FOR 24" BOX TREES7 FOR 15 GALLON CAN TREES6 FOR 5 GALLON CAN TREES

    1 FOR 1 GALLON

    13. TREES MUST HAVE AN UNCUT LEADER THAT HAS A UNIFORM TAPER FROMBASE TO TIP. TREES MUST MEET AT LEAST NORMAL CALIPER AND HEIGHTFOR CONTAINER SIZE. OVERGROWN OR ROOT BOUND TREES ARE NOTACCEPTABLE.

    14. GROUNDCOVER SHALL BE PLANTED AS SHOWN ON THE PLAN, INCLUDINGUNDER SHRUBS AND IN TREE WATERING BASINS.

    15. CONTRACTOR SHALL INSTALL HEADER BETWEEN ALL PLANTING AREAS,LAWN AREAS, AND ALL UNDEVELOPED AREAS.

    16. ALL TREES TO BE STANDARD FORM, UNLESS OTHERWISE SPECIFIED IN PLANT LIST.

    PLANTING NOTESAND LEGEND

    TREES

    SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING WATER USE

    AB ARBUTUS MARINA MADRONE 24" BOX

    CM CITRUS LIMON 'MEYER' IMPROVED MEYER LEMON 15 GAL

    CO CITRUS RETICULA 'OWARI' OWARI SATSUMA MANDARIN 15 GAL

    GP GEIJERA PARVIFOLIA AUSTRALIAN WILLOW 15 GAL

    TL TRISTANIOPSIS LAURINA WATER GUM 24" BOX

    UP ULMUS PARVIFOLIA CHINESE ELM 24" BOX

    SHRUBS

    SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING WATER USE

    AK ABELIA 'KALEIDOSCOPE' KALEIDOSCOPE ABELIA 1 GAL 3' O.C.

    CS COLEONEMA 'SUNSET GOLD' GOLDEN BREATH OF HEAVEN 1 GAL 3'-6" O.C.

    DB DIETES BICOLOR FORTNIGHT LILY 1 GAL 3'-0" O.C.

    DV DIETES VEGETA AFRICAN IRIS 5 GAL 3'-0" O.C.

    EC ESCALLONIA COMPACTA COMPACT ESCALLONIA 5 GAL 3'-6" O.C.

    EF EUONYMUS FORTUNEI 'CANADALE GOLD' WINTERCREEPER EUONYMOUS 5 GAL 3'-0" O.C.

    MODERATE

    EB EUONYMUS FORTUNEI 'BLONDY' EUONYMUS 'BLONDY' 1 GAL

    HS HELICHTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL 2'-6" O.C.

    HM HEUCHERA MICRANTHA 'PURPLE PALACE' CORAL BELLS

    LL LOMANDRA LONGIFOLIA 'NYALLA' SPINY HEADED MAT RUSH

    1 GAL 3'-6" O.C.

    LG LANTANA 'GOLD RUSH' GOLD RUSH LANTANA

    1 GAL 5'-0" O.C.

    1 GAL 3'-0" O.C.

    MR MUHLENBERGIA RIGENS DEER GRASS

    MA MAHONIA AQUIFOLIUM OREGON GRAPE

    5 GAL 5'-0" O.C.

    MC MYRTUS COMMUNIS 'COMPACTA' COMPACT TRUE MYRTLE

    5 GAL. 3'-6" O.C.

    NF NANDINA DOMESTICA 'FIRE POWER' FIREPOWER HEAVENLY BAMBOO

    1 GAL. 2'-0" O.C.

    PA PHORMIUM 'AMAZING RED' NEW ZEALAND FLAX 'AMAZING RED'

    5 GAL 3'-0" O.C.

    PD PHORMIUM 'DUSKY CHIEF' NEW ZEALAND FLAX 'DUSKY CHIEF'

    1 GAL 4'-0" O.C.

    PH PHORMIUM 'DWARF BURGUNDY' NEW ZEALAND FLAX 'DWARF BURGANDY'

    1 GAL. 4'-0" O.C.

    1 GALPT PHORMIUM COOKIANUM 'TRICOLOR' NEW ZEALAND FLAX 'TRICOLOR' 1 GAL. 2'-6" O.C.

    PW PITTOSPORUM TOBIRA 'WHEELER'S DWARF' 'WHEELER'S DWARF' PITTOSPORUM 5 GAL 4'-0" O.C.

    PS POLYSTICHUM MUNITUM WESTERN SWORD FERN 1 GAL 3'-0" O.C.

    SO SALVIA OFFICINALIS 'TRICOLOR' SAGE I GAL 2'-0" O.C.

    GROUNDCOVER

    SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACINGAR ACACIA REDOLENS 'LOW BOY' NCN

    CH CEANOTHUS GRISEUS HORIZONTALIS YANKEE POINT CEANOTHUS

    LC LANTANA CAMARA 'ORANGE TRAILING' ORANGE SPREADING LANTANA 6'-0" O.C.

    LN LANTANA CAMARA 'NEW GOLD' GOLD SPREADING LANTANA

    MP MYOPORUM PARVIFOLIUM 'PUTAH CREEK' WIDE-LEAF MYOPORUM

    RP RUBUS PENTALOBUS CREEPING RASPBERRY

    PLANT LIST

    AS SHOWN

    AS SHOWN

    AS SHOWN

    AS SHOWN

    AS SHOWN

    AS SHOWN

    3'-0" O.C.

    LOW

    WATER USE

    SOURCE

    WUCOLS

    MODERATE

    MODERATE

    MODERATE

    MODERATE

    MODERATE

    LOW

    LOW

    MODERATE

    MODERATE

    LOW

    MODERATE

    LOW

    LOW

    LOW

    LOW

    LOW

    LOW

    LOW

    LOW

    LOW

    LOW

    LOW

    LOW

    MODERATE

    LOW

    VERY LOW

    LOW

    LOW

    LOW

    LOW

    MODERATE

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    WUCOLS

    SOURCE

    SOURCE

    4'-0" O.C.

    5'-0" O.C.

    5'-0" O.C.

    4'-0" O.C.

    5'-0" O.C.1 GAL

    1 GAL

    1 GAL

    1 GAL

    1 GAL

    1 GAL

    3'-0" O.C.

    AS SHOWN

    MODERATE WUCOLS

    CR CEANOTHUS 'RAY HARTMAN' STANDARD CALIFORNIA WILD LILAC 15 GAL AS SHOWN

    AS SHOWN MODERATE WUCOLSCB CARPINUS BETULA 'FRANS FONTAINE' EUROPEAN HORNBEAM 15 GAL AS SHOWN

    LOW WUCOLS

    HL HEMOROCALLIS 'LITTLE BUSINESS' LITTLE BUSINESS DAYLILY 1 GAL 2'-0" O.C. MODERATE WUCOLS

    TJ TRACHELOSPERMUM JASMINOIDES STAR JASMINE MODERATE WUCOLS4'-0" O.C.1 GAL

    RO ROSMARINUS OFFICINALIS 'TUSCAN BLUE' ROSEMARY 1 GAL 3'-0" O.C. LOW WUCOLS

    LC LOPHOSTOMON CONFERTUS BRISBANE BOX 24" BOX AS SHOWN MODERATE WUCOLS

    NTS.

    1. PRIOR TO INITIATING ANY CONSTRUCTION ACTIVITY IN THE AREA,TEMPORARY PROTECTIVE FENCING SHALL BE INSTALLED AT EACHSITE TREE. FENCING SHALL BE LOCATED AT OR BEYOND THECANOPY DRIP LINE SO THAT 100% OF THE DRIP LINE WILL BEPROTECTED BY FENCING.

    2. THE TREE PROTECTION FENCE SHALL BE 4' HIGH SNOW FENCINGWITH IMMOVABLE POSTS. THE FENCING SHALL FORM ACONTINUOUS BARRIER AROUND EACH TREE WITHOUT ENTRYPOINTS.

    4. THIS FENCING SHALL SERVE AS A BARRIER TO PREVENT DRIP LINEENCROACHMENT OF ANY TYPE OF CONSTRUCTION ACTIVITIES ANDEQUIPMENT. NO OILS, GAS, CHEMICALS, LIQUID WASTE, SOLID WASTECONSTRUCTION MACHINERY OR CONSTRUCTION MATERIALS SHALLBE STORED OR ALLOWED TO STAND FOR ANY PERIOD OF TIMEWITHIN THE DRIP LINE OF THE TREE. FURTHER, NO ONE SHALLENTER THE FENCE PERIMETER FOR ANY REASON EXCEPT FOR THEPURPOSE OF MONITORING THE HEALTH OF THE TREE. ACCIDENTALDAMAGE TO BARK, ROOT CROWN, OR LIMBS MAY INCREASEPOTENTIAL FOR FUTURE DECLINE.

    5. LOW HANGING LIMBS OF PRESERVED TREES SHALL BE PRUNED PRIORTO ANY EQUIPMENT MOBILIZATION ON SITE. THE PURPOSE OF THISREQUIREMENT IS TO AVOID TEARING LIMBS BY HEAVY EQUIPMENT.ALL LIMBS TO BE PRUNED SHALL BE SUPERVISED BY OWNER.

    6. CONTRACTORS AND SUBCONTRACTORS SHALL DIRECT ALLEQUIPMENT AND PERSONNEL TO REMAIN OUTSIDE THE FENCEDAREA AT ALL TIMES UNTIL PROJECT IS COMPLETE, AND SHALLINSTRUCT EMPLOYEES AS TO THE PURPOSE AND IMPORTANCE OFFENCING.

    7. A WARNING SIGN SHALL BE POSTED AT EACH TREE INDICATING THEPURPOSE OF THE FENCING.

    8. FENCING MUST REMAIN IN PLACE AND SHALL NOT BE REMOVEDUNTIL ALL CONSTRUCTION ACTIVITIES ARE COMPLETED. THIS SHALLINCLUDE GRADING AND COMPACTION ACTIVITIES, INSTALLATION OFUNDERGROUND, AND ANY OTHER CONSTRUCTION OR ACTIVITYWHICH IS SCHEDULED PRIOR TO LANDSCAPE INSTALLATION.

    9. ROOTS OF SINGLE STANDING TREES OFTEN EXTEND UP TO THREETIMES THE DISTANCE OF THE ACTUAL DRIP LINE AND FUNCTIONPRIMARILY IN THE UPTAKE OF NUTRIENTS AND WATER. THE DRIPLINE IS ARBITRARILY ESTABLISHED AS THE MINIMUM ROOT AREAGENERALLY REQUIRED TO PRESERVE TREE HEALTH. AS MUCH AREA ASPOSSIBLE AROUND THE CIRCUMFERENCE OF THE TREE SHOULD HAVEMINIMUM INTRUSION TO FURTHER INSURE TREE SURVIVAL ANDHEALTH.

    10. UNAUTHORIZED TREE REMOVAL IS SUBJECT TO IN-KINDREPLACEMENT EQUAL TO THE MATURE RESOURCE LOST, ASDETERMINED BY OWNER.

    11. THE CONTRACTOR IS REQUIRED TO WATER, FERTILIZE AND ATTENDTO OTHER MAINTENANCE NEEDS OF EXISTING TREES AS NEEDED TOMAINTAIN HEALTHY GROWTH THROUGHOUT THE CONSTRUCTIONPERIOD. TREES SHALL BE WATERED ACCORDING TO WEATHER ANDTREE REQUIREMENTS.

    12. PLEASE CONSULT SPECIFICATIONS CONCERNING TREE PRESERVATIONAND PRUNING.

    TREE PROTECTION NOTES

  • B1

    B2B3B17

    B4

    B6B5

    B7B8

    B12B11B10

    B13B9

    B14

    B15

    B16B25

    B24

    B18B19

    B20

    B23

    B26 B21B27

    B35

    B34

    B33

    B32

    B36B30

    B28

    B22

    SCHWERIN ST.

    BRANDON CT.

    MARY CT.

    MIDWAY CT.

    CYPRESS CT.

    CYP

    RESS

    LN

    .

    MID

    WA

    Y D

    R.

    JENNIFER CT.

    MARTIN CT.

    MA

    RTIN

    DR.

    B29

    SCHWERIN ST.SCHWERIN ST.

    MARTIN

    DR.

    B37

    EXISTING TREE TO REMAIN (TYP.)

    EXISTING SHRUBS TO REMAIN

    EXISTING JUNIPER TO REMAIN

    EXISTING RETAINING WALLS, TYP.

    EXISTING RETAINING WALL

    SEE DEMOLITON NOTE #11 SHEET L0.1

    SEE DEMOLITON NOTE #11 SHEET L0.1

    SEE DEMOLITON NOTE #11 SHEET L0.1EXISTING RETAINING WALL, TYP.

    EXISTING RETAINING WALL, TYP.

    EXISTING RETAINING WALL, TYP.

    EXISTING RETAINING WALLS, TYP.

    EXISTING RETAINING WALL, TYP.

    EXISTING RETAINING WALL, TYP.

    CURB AND PLANTER TO BE 3L4.2REMOVED FOR PARKING TURNOUT

    3

    L4.23

    L4.2

    EXISTING CONCRETEGRID TO BE REMOVED

    EXISTING TREETO REMAIN, TYP.

    REMOVE WOOD POSTS FROMEXISTING CIRCULAR PLANTER

    EXISTING TREETO REMAIN, TYP.

    EXISTING CONCRETEGRID TO BE REMOVED

    REMOVE WOOD POSTS FROMEXISTING CIRCULAR PLANTER

    REMOVE WOOD POSTS FROMEXISTING CIRCULAR PLANTER SEEDEMOLITON NOTE #11 SHEET L0.1

    REMOVE WOOD POSTS FROMEXISTING CIRCULAR PLANTERSEE DEMOLITON NOTE #11SHEET L0.1

    WOOD POSTS TO BE REMOVED FROMEXISTING CIRCULAR PLANTER

    EXISTING TREE TOREMAIN, TYP.

    REMOVE WOOD POSTS FROMEXISTING CIRCULAR PLANTERSEE DEMOLITON NOTE #11SHEET L0.1

    CURB AND PLANTERTO BE REMOVED FORPARKING TURNOUT

    MIDWAY VILLAGECAPPED BOUNDARY

    CURB ANDPLANTER TO BEREMOVED FORPARKINGTURNOUT

    EXISTING CONCRETE ANDBOULDER TO REMAIN.

    EXISTING CONCRETETO BE REMOVED FORAC PAVING

    4

    L4.2

    PRESERVE EXISTING TURF.

    PRESERVE EXISTING ICE PLANT

    PRESERVE AND PROTECT

    PRESERVE AND PROTECT

    PRESERVE AND PROTECT

    PRESERVE AND PROTECT

    PRESERVE AND PROTECT

    PRESERVE AND PROTECT

    PRESERVE AND PROTECT

    PRESERVE AND PROTECT

    of

    DRAWN:

    PROJECT NUMBER:

    DATE:

    SCALE:

    CHECK:

    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 309.09.2014REVISED BID SETISSUE 4

    L0.3

    DEMOLITION PLAN

    CLEAR & GRUB AND REMOVE ANY EXISTINGPLANTING AND IRRIGATION

    CONCRETE GRID TO BE REMOVED FROMEXISTING PLANTER

    3

    L4.2

    EXISTING CURB AND PLANTER TO BE REMOVED

    FOR PARKING TURNOUT

    0 20' 40' 80'

    1"=40'-0"

    DEMOLITION LEGEND

    CAPPED BOUNDARY - OWNER TO PROVIDEREQUIREMENTS FOR THE CAPPED AREA. SEEGENERAL NOTE #2 ON SHEET L0.1.

  • B20

    B23

    B26B21B27

    B35

    B34

    B33

    B32

    B36B30

    B28

    B22

    MIDWAY CT.

    CYPRESS CT.

    CYP

    RESS

    LN

    .

    B29

    SCHWERIN ST.SCHWERIN ST. LC

    4

    TL

    31PT

    4

    UP11SO

    18DB

    8PA

    115LL

    25MR

    29PD

    6SO

    11DB

    4PA

    13SO

    20DBMP

    9PA

    15MR

    6MC

    7EB

    TJ

    3

    L4.2COURT ISLAND MODIFICATION

    3PH

    4MC

    2PW

    3EB

    5PH

    5PW

    9DV

    8EF

    8NF

    6EF

    10HS

    8EB

    MP

    124LL

    1

    CM

    3MC4

    EB

    TJ

    8PS

    3EC

    3MC

    LN

    MP

    3

    UP

    6EF

    5PA

    3EC

    10DB

    7SO

    11PD

    7DB

    4EB

    10AK

    8PT 7

    LL

    RP

    2

    AB

    TJ

    4MC

    7EF

    3MC

    3EB

    3EC

    3PW

    SODSOD

    SOD

    SOD

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH,TYP. MULCH

    MULCH

    MULCH

    MULCH

    SOD

    SOD

    SOD

    SOD

    MULCH

    TJ

    5EC

    MULCH

    1

    UP

    RP

    3NF

    8LL

    RP

    8LL

    COORDINATE PLANTING &IRRIGATION WITH SIGNINSTALLATION, BY OTHERS

    COORDINATE PLANTING &IRRIGATION WITH SIGNINSTALLATION, BY OTHERS

    DUE TO LOCATION OF UTILITIES, TREE STUMPSIN THIS AREA MAY HAVE ONLY BEEN GRINDEDTO 12" OR LESS. CONTRACTOR TO ADJUSTPLANTING & IRRIGATION IN FIELD AS NECESSARY.

    4CS

    HEADER,TYP.

    1L4.1

    HD

    RH

    DR

    HD

    RH

    DR

    HD

    R

    HD

    R

    HDR HDR

    of

    DRAWN:

    PROJECT NUMBER:

    DATE:

    SCALE:

    CHECK:

    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 309.09.2014REVISED BID SETISSUE 4

    L2.1

    PLANTING PLAN

    MA

    TC

    HLI

    NE

    - SEE

    SH

    EET

    L2.

    20 10' 20' 40'

    1"=20'-0"

  • B25B24

    B18B19

    B20

    B23

    B21

    B30

    B22

    MIDWAY CT.

    SCHWERIN ST.

    10

    UP

    1

    LC

    9HL

    4PA

    13SO

    20DB

    LN

    LC

    MP

    9PA

    15MR

    15PD

    3PA

    14SO

    20DB

    3EB

    3

    TL

    12HM4

    NF

    3CS

    8HS

    3EC

    2

    LC

    5EB

    3MC

    4DB

    TJ

    6DV

    8EB 3

    MC

    TJ

    6PS

    28HM

    6EF

    6MC

    7EB

    TJ

    LN

    3PH

    5MC

    6EB

    TJ

    4DV

    3EC

    10HS

    6MC

    7EB

    TJ

    3

    L4.2COURT ISLAND MODIFICATION

    3PH

    4MC

    2PW

    3EB

    5PH

    5PW

    9DV

    8EF

    8NF

    MP

    13MR

    3PA

    124LL

    LN

    MP

    3

    UP

    10DB

    7SO

    11PD

    7DB

    4EB

    5PH

    8HS 4

    CS

    4DV

    4EB

    4MC

    3LG

    8HS

    3EC

    2

    LC

    2

    GP

    RP

    1

    GP

    RP

    2

    AB

    2

    GP

    4MC

    4EF

    12NF

    12LL

    6EB

    7EF

    3MC

    3EB

    3EC

    3PW

    SODSOD

    SOD

    SOD

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    1

    GP

    SOD

    SOD

    SOD

    3PW

    1

    CR

    5EC

    11PR

    22SO

    1

    AB

    2

    CB

    3MA

    LN

    6EF6

    PS

    24LL RP

    TJ

    2EF

    4NF

    3NF

    8LL

    RP

    8LL

    8LL

    COORDINATE PLANTING &IRRIGATION WITH SIGNINSTALLATION, BY OTHERS

    COORDINATE PLANTING &IRRIGATION WITH SIGNINSTALLATION, BY OTHERS

    DUE TO LOCATION OF UTILITIES, TREE STUMPSIN THIS AREA MAY HAVE ONLY BEEN GROUNDTO 12" OR LESS. CONTRACTOR TO ADJUSTPLANTING & IRRIGATION IN FIELD AS NECESSARY.

    5EB

    4CS

    CONTRACTOR TO PROVIDE 4"

    DAYLIGHT INTO EXISTING LANDSCAPE AREA DRAIN TO

    7PT

    4MC

    HEADER,TYP.

    1L4.1

    HD

    RH

    DR

    HD

    RH

    DR

    HD

    R

    HD

    R

    HDR HDR

    CONCRETE GUTTER

    of

    DRAWN:

    PROJECT NUMBER:

    DATE:

    SCALE:

    CHECK:

    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 309.09.2014REVISED BID SETISSUE 4

    L2.2

    PLANTING PLAN

    MA

    TC

    HLI

    NE

    - SEE

    SH

    EET

    L2.

    1

    MA

    TC

    HLI

    NE

    - SEE

    SH

    EET

    L2.

    3

    MA

    TC

    HLI

    NE

    - SEE

    SH

    EET

    L2.

    4

    0 10' 20' 40'

    1"=20'-0"

  • B1

    B2B3B17

    B4

    B6B5B15

    B16

    SCHWERIN ST.

    MARY CT.

    JENNIFER CT.

    MARTIN CT.

    MARTIN

    DR.

    SOD

    SOD

    SOD

    B37

    2

    TL12

    UP

    5

    GP

    2

    AB

    1

    AB

    3MC

    11HM 2

    CS

    7DB

    8NF

    2EF

    6EF

    6EB

    3MC 4

    EB

    TJ

    9EB

    4MC

    4HM

    15CS

    13NF10

    DV

    TJ

    3EC

    9HS

    TJ

    3EB

    3PH

    2LL

    5EC

    3PW

    MP

    4DV

    15LG

    1

    GP

    8CS

    3HS

    4PH

    3PW

    8NF

    12HS

    3CS

    8DV

    TJ

    MP

    6MC7

    EB

    TJ

    16PT

    11MR

    7EB

    6MC

    TJ

    LC

    9AK

    47LL

    MP

    10MR

    14PD

    13MR

    21LL

    8NF

    8CS

    3PA

    3PA

    15MR

    18DB

    30LL

    19LL

    9PR

    5PH

    2LM

    7DB

    5PW

    6CS

    12HS

    4DV

    7HS

    4PH

    4CS

    8HS

    3EC

    LN

    2

    LC

    4DV

    4CS

    TJ

    6MR12

    LL

    10PD

    13LL

    9PR

    3EB

    3

    L4.2

    FIELD VERIFY PLANTER CONFIGURATION

    2

    TL

    LC

    LC

    MP1

    CR

    3

    UP

    10PR

    2DV

    6EF

    16NF

    6PS

    10HM

    16DB

    9SO

    11PD

    1

    CO

    1

    CM

    9HL

    7PT

    21DB

    14SO15

    PD

    36LL

    7NF

    3EB

    3MC

    6PS

    3EF

    8HS

    3DV

    2LG

    10SO21

    PD

    12MR

    8PN

    14DV

    10PN

    1

    AB

    1

    UP

    1

    GP

    5EC

    9NF

    6HS2

    EC

    1

    GP

    5DV

    3PH

    8MC

    3PW

    5MC

    MP

    3RO

    5SO

    11PD

    6MA

    SOD

    SOD

    SOD

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCHMULCH

    AR

    AR

    6NF

    5HM

    4PS

    3EF

    TJ

    13LN

    CH

    AR

    COURT ISLANDMODIFICATION

    MULCH

    MULCH

    MULCH

    3

    GP

    MULCH

    MULCH

    LC

    6NF

    MP

    MP

    LN

    RP

    4

    L4.2CURB CUT

    3

    CB

    3PH

    13HM

    12HM

    4NF

    4NF

    RP

    7LL

    3LL

    36LL

    RP

    7LL

    RP

    COORDINATE PLANTING &IRRIGATION WITH SIGNINSTALLATION, BY OTHERS

    COORDINATE PLANTING &IRRIGATION WITH SIGNINSTALLATION, BY OTHERS

    COORDINATE PLANTING &IRRIGATION WITH SIGNINSTALLATION, BY OTHERS

    PRESERVE EXISTING TURFCONNECT TO NEWIRRIGATION SYSTEM

    10NF

    1EF

    4NF

    3PA

    7HS

    DUE TO LOCATION OF UTILITIES, TREE STUMPSIN THIS AREA MAY HAVE ONLY BEEN GROUNDTO 12" OR LESS. CONTRACTOR TO ADJUSTPLANTING & IRRIGATION IN FIELD AS NECESSARY.

    7DB

    2CS

    4PD

    4NF

    4NF

    3NF

    2LN

    8CS

    4MC

    EXTEND TURF

    HD

    R

    HDRHDR

    HEADER,TYP.

    1L4.1

    JUTE MESH SLOPESGREATER THAN 2.5:1, TYP.

    JUTE MESH SLOPESGREATER THAN 2.5:1, TYP.

    JUTE MESH SLOPESGREATER THAN 2.5:1, TYP.

    PEDESTRIAN INTERLOCKING PAVERS, TYP.SEE LEGEND ON SHEET L0.1

    of

    DRAWN:

    PROJECT NUMBER:

    DATE:

    SCALE:

    CHECK:

    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 309.09.2014REVISED BID SETISSUE 4

    L2.3

    PLANTING PLAN

    MA

    TC

    HLI

    NE

    - SEE

    SH

    EET

    L2.

    2

    MATCHLINE - SEE SHEET L2.4

    MATCHLINE - SEE SHEET L2

    .4

    0 10' 20' 40'

    1"=20'-0"

  • B6B5

    B7B8

    B12B11

    B10

    B13B9

    B14

    B15

    BRANDON CT.

    MID

    WA

    Y D

    R.

    JENNIFER CT.

    MA

    RTIN

    DR.

    MARTIN

    DR.

    SOD

    SOD

    SOD

    B37

    1

    LC

    1

    LC

    5MC

    TJ

    8EB

    6EF

    7PS

    8NF

    MP

    3EC

    4DV

    8HS

    5NF

    4CS

    8MC

    19EB

    1

    GP

    6DV

    3CS

    12HS

    7MC

    8EB

    12LN

    3PH

    6PW

    3EC

    3LN

    5PW

    4PH

    9NF

    8HS

    21DV

    8HS

    5DV

    4CS

    2CS

    6EF

    8EB

    8MC

    10NF

    5MC

    3EB

    1PW

    3PH

    2NF

    2CS

    4DV

    LN

    8DB

    MP

    MP

    TJ

    1LN

    5HS

    2EC

    3

    GP

    6

    GP

    2

    GP2

    GP

    3

    AB

    1

    AB

    3MC

    11HM 2

    CS

    7DB

    8NF

    2EF

    6EF

    6EB

    3MC 4

    EB

    TJ

    9EB

    4MC

    4HM

    15CS

    13NF10

    DV

    TJ

    3EC

    HS

    4EB

    3MC

    2DV

    TJ

    6DV

    6CS

    7LL

    4EB

    2PH

    2PW

    5LG

    19LL

    9PR

    5PH

    2LM

    7DB

    5PW

    6CS

    12HS

    4DV

    3EB

    COURT ISLAND MODIFICATION 3L4.2

    4MC

    3MC

    MP

    11PR

    19SO

    1

    CR

    LC

    4

    UP

    1EF

    2EB

    16NF

    1

    CM

    1

    CO

    2

    LC

    20MC 1

    AB

    8PN

    14DV

    10PN

    9MC

    3PN

    1

    AB

    1

    GP

    3DV

    3MC

    8MC

    3EF

    3PS

    TJ

    16HM

    7EB

    3MC

    6EB

    3PS

    3EF

    10HS

    4CS

    4NF

    11PD

    6MA

    SOD

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    MULCH

    SOD

    MULCH

    MULCH

    MULCHMULCH

    TJ

    4NF2

    EB

    MP

    3MC

    AR

    CH

    CH

    TJ

    3MA

    FRONT YARD PAVERS, TYP.SEE LEGEND ON SHEET L0.1

    MULCH

    MULCH

    MULCH

    MULCH

    MP

    MP

    LN

    AR

    4MA

    10PS

    1

    AB

    4

    L4.2CURB CUT

    3LL

    13HM

    6HS

    12HM

    2HS

    2CS

    MP

    6HM

    4NF

    9NF

    4DV

    5LL

    RP

    RP7

    LL

    5PT

    10LL

    8EB

    5LM

    RP

    RP

    9LL

    RP

    COORDINATE PLANTING &IRRIGATION WITH SIGNINSTALLATION, BY OTHERS

    COORDINATE PLANTING &IRRIGATION WITH SIGNINSTALLATION, BY OTHERS

    10NF

    6PS

    4EC

    7DB

    2CS

    4CS

    6DB

    15HM

    4CS

    4PD

    4NF

    2LN

    7NF

    HDR

    HDRHDR

    JUTE MESH SLOPESGREATER THAN 2.5:1, TYP.

    2EB

    JUTE MESH SLOPESGREATER THAN 2.5:1, TYP.

    JUTE MESH SLOPESGREATER THAN 2.5:1, TYP.

    of

    DRAWN:

    PROJECT NUMBER:

    DATE:

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    CHECK:

    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 309.09.2014REVISED BID SETISSUE 4

    L2.4

    PLANTING PLAN

    MA

    TC

    HLI

    NE

    - SEE

    SH

    EET

    L2.

    2

    MATCHLINE - SEE SHEET L2.3

    MATCHLINE - SEE SHEET L2.3

    0 10' 20' 40'

    1"=20'-0"

  • B20

    B23

    B26B21B27

    B35

    B34

    B33

    B32

    B36B30

    B28

    B22

    MIDWAY CT.

    CYPRESS CT.

    CYP

    RESS

    LN

    .

    B29

    SCHWERIN ST.SCHWERIN ST.

    of

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    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 3

    09.09.2014REVISED BID SETISSUE 4

    MA

    TC

    HLI

    NE

    - SEE

    SH

    EET

    L3.

    20 10' 20' 40'

    1"=20'-0"

    L3.1

    fax 925.932.5671tel 925.939.3985www.rmairrigation.com

    2760 Camino DiabloWalnut Creek, CA 94597

    Russell D. Mitchell Associates, Inc.

  • B25B24

    B18B19

    B20

    B23

    B21

    B30

    B22

    MIDWAY CT.

    SCHWERIN ST.of

    DRAWN:

    PROJECT NUMBER:

    DATE:

    SCALE:

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    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 3

    09.09.2014REVISED BID SETISSUE 4

    MA

    TC

    HLI

    NE

    - SEE

    SH

    EET

    L3.

    1

    MA

    TC

    HLI

    NE

    - SEE

    SH

    EET

    L3.

    3

    MA

    TC

    HLI

    NE

    - SEE

    SH

    EET

    L3.

    4

    0 10' 20' 40'

    1"=20'-0"

    L3.2

    fax 925.932.5671tel 925.939.3985www.rmairrigation.com

    2760 Camino DiabloWalnut Creek, CA 94597

    Russell D. Mitchell Associates, Inc.

  • B1

    B2B3B17

    B4

    B6B5B15

    B16

    SCHWERIN ST.

    MARY CT.

    JENNIFER CT.

    MARTIN CT.

    MARTIN

    DR.

    SOD

    SOD

    SOD

    B37

    of

    DRAWN:

    PROJECT NUMBER:

    DATE:

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    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 3

    09.09.2014REVISED BID SETISSUE 4

    MA

    TC

    HLI

    NE

    - SEE

    SH

    EET

    L3.

    2

    MATCHLINE - SEE SHEET L3.4

    MATCHLINE - SEE SHEET L3

    .4

    0 10' 20' 40'

    1"=20'-0"

    L3.3

    fax 925.932.5671tel 925.939.3985www.rmairrigation.com

    2760 Camino DiabloWalnut Creek, CA 94597

    Russell D. Mitchell Associates, Inc.

  • B6B5

    B7B8

    B12B11

    B10

    B13B9

    B14

    B15

    BRANDON CT.

    MID

    WA

    Y D

    R.

    JENNIFER CT.

    MA

    RTIN

    DR.

    SOD

    SOD

    SOD

    B37

    of

    DRAWN:

    PROJECT NUMBER:

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    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 3

    09.09.2014REVISED BID SETISSUE 4

    MA

    TC

    HLI

    NE

    - SEE

    SH

    EET

    L3.

    2

    MATCHLINE - SEE SHEET L3.3

    MATCHLINE - SEE SHEET L3.3

    0 10' 20' 40'

    1"=20'-0"

    L3.4

    fax 925.932.5671tel 925.939.3985www.rmairrigation.com

    2760 Camino DiabloWalnut Creek, CA 94597

    Russell D. Mitchell Associates, Inc.

  • of

    DRAWN:

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    DATE:

    SCALE:

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    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 309.09.2014REVISED BID SETISSUE 4

    fax 925.932.5671tel 925.939.3985www.rmairrigation.com

    2760 Camino DiabloWalnut Creek, CA 94597

    Russell D. Mitchell Associates, Inc.

    NTS

    IRRIGATIONNOTES AND LEGEND

    L3.5

  • of

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    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 309.09.2014REVISED BID SETISSUE 4

    fax 925.932.5671tel 925.939.3985www.rmairrigation.com

    2760 Camino DiabloWalnut Creek, CA 94597

    Russell D. Mitchell Associates, Inc.

    NTS

    IRRIGATIONDETAILS

    L3.6

  • of

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    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 309.09.2014REVISED BID SETISSUE 4

    ••

    fax 925.932.5671tel 925.939.3985www.rmairrigation.com

    2760 Camino DiabloWalnut Creek, CA 94597

    Russell D. Mitchell Associates, Inc.

    NTS

    IRRIGATIONDETAILS

    L3.7

  • of

    DRAWN:

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    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 309.09.2014REVISED BID SETISSUE 4

    fax 925.932.5671tel 925.939.3985www.rmairrigation.com

    2760 Camino DiabloWalnut Creek, CA 94597

    Russell D. Mitchell Associates, Inc.

    NTS

    IRRIGATIONDETAILS

    L3.8

  • of

    DRAWN:

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    DATE:

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    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 309.09.2014REVISED BID SETISSUE 4

    SHRUB PLANTINGSCALE: N.T.S.

    2X

    X

    ROOTBALL

    SET ROOT BALL 2" ABOVE FINISH GRADE

    CHIPPED WOOD MULCH, 3" LAYER

    WATER BASIN, 4" HEIGHT (REMOVE AT END OF MAINTENANCE PERIOD)

    FINISH GRADE

    PLANT PIT, 2 X CONTAINER WIDTHSCARIFY EDGES OF PIT

    BACKFILL WITH SOIL MIXPER SPECIFICATIONS

    PLANTING TABLETS, PLACE INCONTACT WITH ROOT BALLHALFWAY UP PER SPECIFICATIONS

    TAMPED SOIL

    SHRUB

    2X

    X

    ROOTBALL

    SET ROOT BALL 2"ABOVE FINISH GRADE

    3" LAYER CHIPPED WOOD MULCH PER SPECS.

    WATER BASIN, 5" HEIGHT(REMOVE AT END OF MAINTENANCE PERIOD)

    FINISH GRADE

    PLANT PIT, 2 X CONTAINER WIDTHSCARIFY EDGES OF PIT

    BACKFILL WITH SOILSEE SHEET L0.2

    PLANTING TABLETS, PLACE INCONTACT WITH ROOT BALLHALFWAY UP PER SPECIFICATIONS

    TAMPED SOIL

    SHRUB

    2:1 MAXIMUM SLOPE

    SHRUB PLANTING ON SLOPESCALE: N.T.S.

    NOTES:

    S S

    S

    Plant Quantity Chart

    Spacing # of Plants/S.F.

    48" o.c.42" o.c.36" o.c.

    18" o.c.24" o.c.30" o.c.

    6" o.c.8" o.c.12" o.c.

    .087

    .063

    .290

    .185

    .128

    .512

    4.602.601.15

    A. S = PLANT SPACING DISTANCE ON CENTER, SEE CHART

    B. FOR USE AS A GUIDE FOR SHRUBS AND GROUNDCOVER WHEN PLANTS ARE SPACED EQUIDISTANT FROM EACH OTHER.

    EDGE OF PAVING, WALL OROTHER ARCHITECTURALFEATURE.

    PLANTING LOCATION

    PLANT SPACINGSCALE: N.T.S.

    WATER BASIN BERM, 4" HIGH (OMIT IN LAWN AREAS)

    3" LAYER CHIPPED WOOD MULCH PER SPECS.

    SCARIFY SIDES OF PLANT PIT

    SET ROOT BALL 2" ABOVE FINISH GRADE

    FINISH GRADEROOTBALL

    NOTES:1. ROOT CONTROL BARRIER MUST BE USED IF TREE IS PLANTEDWITHIN 5' OF CURB OR SIDEWALK.SEE DETAIL2. SEE IRRIGATION DRAWINGS FOR ADDITIONALINFORMATION.3. CONTRACTOR TO VERIFY PERCOLATION OF PLANTING PITPRIOR TO PLANTING. PERCOLATION RATE MUST BE 3" PERHOUR. IF RATE IS NOT 3" PER HOUR NOTIFY LANDSCAPEARCHITECT.4. IN LAWN AREAS, OMIT MULCH AND HOLD LAWN CLEAR OFROOTBALL ZONE.

    PREVAILINGWIND

    AMENDED SOIL MIX PER SOIL & PLANT LAB REPORT

    UNDISTURBED NATIVE SOIL

    TREE STAKINGSCALE: 3/8" = 1'-0"

    STAKE: 3" DIA. X 10' LODGE POLE PINE W/ CHEMONITE ORAPPROVED EQUAL, CUT STAKE 2" BELOW LOWEST BRANCH.DRIVE A MIN. OF 4'-0" BELOW GRADE @ OUTSIDE EDGE OFROOTBALL.

    TREE TIES: 2'-0" CORDED BLACK RUBBER TREE TIES NAILED TOTREE STAKES WITH GALVANIZED ROOFING NAILS. NAIL 6"BELOW TOP OF STAKE.

    FERTILIZER TABLETS, PLACE IN CONTACT WITH ROOTBALL,HALFWAY UP, PER SPECIFICATION

    3--

    SEE IRRIGATION PLANS

    2 x ROOTBALL

    * FOR ALL TREES PLANTED IN LAWN, INSTALL TREE 2-4" ABOVEFINISH GRADE OF LAWN. HOLD LAWN 3' FROM TRUNK OF TREE.FILL IN WITH 3" MULCH.

    WATER BASIN BERM, 4" HIGH (OMIT IN LAWN AREAS)

    3" LAYER CHIPPED WOOD MULCH PER SPECS.

    SCARIFY SIDES AND BOTTOM OF PLANT PIT

    SET ROOT BALL 2" ABOVE FINISH GRADE

    FINISH GRADE

    ROOTBALL

    NOTES:1. ROOT CONTROL BARRIER MUST BE USED IF TREE ISPLANTED WITHIN 5' OF CURB OR SIDEWALK.SEE DETAILSEE IRRIGATION DRAWINGS FOR ADDITIONAL INFORMATION.2. CONTRACTOR TO VERIFY PERCOLATION OF PLANTING PITPRIOR TO PLANTING. PERCOLATION RATE MUST BE 3" PERHOUR. IF RATE IS LESS THAN 3" PER HOUR NOTIFYLANDSCAPE ARCHITECT.

    PREVAILINGWIND

    AMENDED SOIL MIX PER SOIL & PLANT LAB REPORT

    UNDISTURBED NATIVE SOIL

    TREE PLANTING ON SLOPESCALE: 3/8" = 1'-0"

    STAKE: 3" DIA. X 10' LODGE POLE PINE W/ CHEMONITE ORAPPROVED EQUAL, CUT STAKE 2" BELOW LOWEST BRANCH. DRIVEA MIN. OF 4'-0" BELOW GRADE @ OUTSIDE EDGE OF ROOTBALL.

    TREE TIES: 2'-0" CORDED BLACK RUBBER TREE TIES NAILED TOTREE STAKES WITH GALVANIZED ROOFING NAILS. NAIL 6"BELOW TOP OF STAKE.

    FERTILIZER TABLETS, PLACE IN CONTACT WITHROOTBALL, HALFWAY UP, PER SPECIFICATION

    SEE IRRIGATION PLANS

    2:1 MAXIMUM SLOPE

    (2) 1"X4"X24" DOUGLAS FIR SPACER. ATTACH TOLODGEPOLE STAKES W/4 COMMON 8D NAILS.

    2 X ROOTBALL

    3--

    ELEVATION - CROWN DIMENSIONS

    112"x13" 7 GA. GALVANIZEDSTEEL HAIRPIN

    STEELHAIRPIN

    FINISHED GRADE AREATURF

    FACTORY CUT THERMALEXPANSION SLIP JOINT

    3'-0" MAXIMUM RADIUS

    FINISH GRADE, GROUNDCOVER PLANTING AREAS

    2x4 PLASTIC HEADER BOARD

    PLASTIC STAKE @ 3' O.C. MAX.USE PLATED DECK SCREWSFOR ATTACHMENT

    1. COLOR: BROWN (STOCK ITEM)2. INSTALLATION TIPS

    -USE COARSE WOOD WORKING TOOLSFOR CUTTING AND DRILLING.

    -USE PLATED SCREWS OR RINGSHANK NAILS TO JOIN BOARDS.

    -ALLOW FOR THERMAL EXPANSION THE SLIP BYLEAVING GAPS IN JOINTS OR AT THE END OF THE RUN.

    -DO NOT SCREW THROUGH SLIP JOINT.

    1'-4" MAX. CROWN LENGTH

    1'-8" FOR MAX. CROWN HEIGHT

    SECTION SLIP JOINT DETAILPLAN

    NOTES:

    PLASTIC HEADER BOARDSCALE: 1" = 1'-0"

    CONSTRUCTIONDETAILS

    L4.1

    5'-0"

    EXISTING CONCRETEPAVING

    EXISTING CONCRETECURB

    PA PA

    PA

    LINEAR ROOT BARRIERMFR: DEEP ROOTMODEL# UB24-2 ORAPPROVED EQUAL(800) 458--7668

    PA

    LINEAR ROOT BARRIER ATPLANTING MEDIANS

    PLAN

    OR LESS

    NOTE:INSTALL ROOT BARRIERS AT ALLTREES WITHIN 5' OF ALL CURBS,SIDEWALKS, ROADS OR BUILDINGS.

    Elevation

    Plan

    EXTEND FENCING PERIMETER BY 50% BEYONDTHE DRIPLINE OF MATURE SPECIMEN OAKS WHEREPOSSIBLE.

    STEEL STAKE, 6'-0"O.C.MAX

    4' SNOW FENCINGDRIP LINE

    EXISTING TREE TO REMAIN

    REFER TO TREE PROTECTION NOTES ONSHEET L0.2 FOR ADDITIONAL INFORMATION

    AS SHOWN

  • of

    DRAWN:

    PROJECT NUMBER:

    DATE:

    SCALE:

    CHECK:

    2671 CROW CANYON RD. SAN RAMON, CA 94583

    DATE:ISSUE: DESCRIPTION:

    GATEA SOCI ATESS

    BID

    SET

    4612

    VL

    VL

    09/09/2014

    02.14.201465% PLANS03.14.2014100% PLANS

    ISSUE 1ISSUE 2

    CALIFORNIADALY CITY

    MIDWAYVILLAGE

    0" 12" 1" 2"

    05.01.2014BID SETISSUE 309.09.2014REVISED BID SETISSUE 4

    CONSTRUCTIONDETAILS

    VEHICULAR ACPAVING

    1/2" R TYP. TOOLED EDGEBOTH CORNERS

    #4 REBAR 4' O.C., VERT.2-#4 REBAR CONT., HORZ.

    95% COMPACTED SUBGRADE,TYP.

    FINISH GRADEHOLD 1" BELOW @ PLANTING AREAS.HOLD FLUSH @ SIDEWALK

    1--

    1% MIN. SLOPE

    COURT ISLAND MODIFICATIONSCALE: 1" = 10'-0"

    EQ. EQ.

    L4.2

    AS SHOWN

    CURB CUT @ JENNIFER COURTSCALE: 1/16" = 1'-0"

    12'-10"6"

    PEDESTRIAN INTERLOCKING PAVERS,SEE LEGEND SHEET L0.1

    1" SAND BED

    NOTES:1. CONTRACTOR TO VERIFY PAVERS SHALL HAVE POSITIVE DRAINAGE.2. SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION3. HOLD FG OF PLANTING AREAS 1" BELOW FG OF PAVING4. CONTRACTOR TO COORDINATE LAYOUT AND LOCATIONS OF ALL UTILITIES PRIOR TOSTART OF CONSTRUCTION.5. INSTALL ALL PAVERS PER ICPI STANDARDS.

    PEDESTRIAN INTERLOCKING PAVERSSCALE: 3/4" = 1'-0"

    5" AGGREGATE SUBBASE ABII,PER GEOTECH REPORT

    COMPACTED SUBGRADE,SEE GEOTECH REPORT

    FILL W/ CLEAN SAND PER ICPIEXISTING CONCRETE PAVINGOR PLANTING AREA,SEE LAYOUT PLANS

    2% SLOPEFLUSH W/ ADJACENTFLUSH, TYP.

    SNAP EDGE PAVER EDGE BY SEK800-932-3343

    EXISTING CONCRETE PAVINGOR PLANTING AREA,SEE LAYOUT PLANS

    95% COMPACTED CLASS IIAGGREGATE BASE

    95% COMPACTED SUBGRADE

    AC PAVING