HomeMy WebLinkAboutASRDRBLandscapePlans-5.4LOCATION MAP
PROJECT SITE
DANVILLE, CA
THE COLLECTION
PROJECT DIRECTORY
CLIENT
TRUMARK HOMES
4185 BLACKHAWK PLAZA
DANVILLE, CA 94506
PH:(925) 999-3967
CONTACT: HEIDI CHAPMAN
LANDSCAPE ARCHITECT
GATES + ASSOCIATES
271 CROW CANYON ROAD
SAN RAMON, CA 94583
PH: (925) 736-8176
CONTACT: RUSTY CASE
ARCHITECT
SDG ARCHITECTS
3361 WALNUT BLVD, SUITE 120
BRENTWOOD, CA 94513
PH: (925) 634-7000
CONTACT: JEFF POTS
CIVIL ENGINEER
MACKAY & SOMPS
5142B FRANKLIN DR
PLEASANTON, CA 94588
PH: (925) 225-0690
CONTACT: KIM REED
LAYOUT NOTESGENERAL NOTES
1.CONTRACTOR SHALL VERIFY ALL UTILITIES, GRADES, EXISTING CONDITIONS AND DIMENSIONS IN THE
FIELD PRIOR TO COMMENCING WORK. ALL DISCREPANCIES OR QUESTIONS SHALL BE BROUGHT TO
THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR RESOLUTION.
2.ALL WRITTEN DIMENSIONS SUPERCEDE ALL SCALED DISTANCES AND DIMENSIONS. DIMENSIONS SHOWN
ARE FROM THE FACE OF THE BUILDING, WALL, BACK OF CURB, EDGE OF WALK, PROPERTY LINE, OR
CENTERLINE OF COLUMN UNLESS OTHERWISE NOTED ON THE DRAWINGS.
3.ALL DIMENSIONS AT BUILDING ARE TO FACE OF BUILDING. ALL DIMENSIONS AT ROADWAY ARE TO FACE
OF CURB.
4.ALL ANGLES ARE 45 DEGREE, 90 DEGREE, OR 135 DEGREE UNLESS OTHERWISE NOTED.
5.ALL CURVES AND ALL TRANSITIONS BETWEEN CURVES AND STRAIGHT EDGES SHALL BE SMOOTH.
6.ALL RETURN RADII AND CURB DATA ARE TO FACE OF CURB.
7.WHENEVER BOTTOM OF WALL (BW) ELEVATION IS GIVEN, IT IS FINISH PAVEMENT OR GRADE ELEVATION
AT FACE OF WALL.
8.SCORE LINES IN SIDEWALKS SHALL BE SPACED TO EQUAL THE WIDTH OF THE WALKWAY, UNLESS
OTHERWISE SHOWN. EXPANSION JOINTS IN SIDEWALKS SHALL BE 20' ON CENTER MAXIMUM.
9.EXPANSION JOINTS IN CONCRETE WALLS SHALL BE AT 40' O.C. MAXIMUM.
10.BUILDING LAYOUT AND LOCATION, SIDEWALK, CURB AND GUTTER, GRADING AND DRAINAGE IS BASED
ON DRAWINGS PREPARED BY THE ARCHITECT AND THE CIVIL ENGINEER.
11.STATIONING HEREON IS ALONG CONSTRUCTION CENTERLINE UNLESS OTHERWISE SHOWN OR
INDICATED.
12.ANY EXTRA CONSTRUCTION STAKING NECESSITATED SOLELY BY THE CONTRACTOR'S NEGLIGENCE
WILL BE CHARGED TO THE CONTRACTOR ON A TIME AND EXPENSES BASIS AND PAID FOR BY THE
CONTRACTOR.
13.SEE IRRIGATION DRAWINGS FOR GENERAL SYSTEM REQUIREMENTS AND FOR LOCATION OF IRRIGATION
MAINLINE PIPING. SLEEVES TO ACCOMMODATE IRRIGATION PIPING, SIZED AS NEEDED, SHALL BE IN
PLACE UNDER AND THROUGH SLABS AND WALLS, PRIOR TO POURING.
14.PROVIDE CONTINUOUS HEADERS AT THE EDGES OF ALL AC PAVING, SHRUB AREAS, LAWN AREAS,
DECOMPOSED GRANITE WHERE IT IS NOT CONSTRAINED BY A CONCRETE PAVING OR MOW BAND.
15.ALL CONCRETE PAVEMENTS SHALL BE DOWELED INTO CURBS, SIDEWALKS, AND BUILDING
FOUNDATIONS.
16.REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION, SECTIONS, REINFORCEMENT, AND
PREPARATION. IN CASE OF DISCREPANCY THE GEOTECHNICAL REPORT SHALL GOVERN.
17.ALL TYPICAL DETAILS SHALL APPLY UNLESS NOTED OTHERWISE.
18.ANY AND ALL WORK WITHIN TOWN RIGHT OF WAY SHALL CONFORM TO ALL TOWN STANDARD
DETAILS AND SPECIFICATIONS.
19.CONCRETE FOOTINGS INSTALLED FOR ALL SITE FURNISHINGS, SPORTS EQUIPMENT, ETC.. IN
DECORATIVE PAVEMENT, ASPHALT PAVING, DECOMPOSED GRANITE, CONCRETE PAVING, AND
PLANTERS SHALL BE HELD BELOW GRADE.
20.ALL EXISTING ITEMS TO REMAIN SHALL BE PROTECTED AS REQUIRED. ANY DAMAGED ITEMS SHALL BE
FULLY REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE TO THE FULL SATISFACTION OF THE
OWNER.
21.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS
REQUIRED TO ACCOMPLISH OPERATIONS.
22.ALL QUANTITIES AND PAY ITEMS ARE AND WILL BE BASED ON HORIZONTAL MEASUREMENTS.
23.ALL PATTERNS, LINE TYPES, AND SYMBOLS SHOWN WITHIN THE PLAN SET REFERENCE THE LAYOUT
LEGEND AND ARE PART OF THE SCOPE OF WORK. CALLOUTS ARE SHOWN FOR CLARIFICATION OF
WORK, BUT DO NOT INDICATE EVERY AND ALL INSTANCES OF SUCH WORK. THE CONTRACTOR SHALL
REQUEST CLARIFICATION TO ANY ITEMS (INCLUDING BUT NOT LIMITED TO PAVING, WALLS, FINISHES,
COLORS, FENCING, FOUNTAINS, POTS, AND SITE FURNITURE) NOT CLEARLY IDENTIFIED TO BE PART OF
THE SCOPE OF WORK PRIOR TO BID.
SHERBURNE HILLS RD
UTILITY ENGINEER
GIACALONE DESIGN SERVICES INC.
5820 STONERIDGE MALL RD. #345
PLEASANTON, CA 94588
PH: (925) 467-1740
CONTACT: SERINA PONCE
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.EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED AND SHEETED SO THAT THE EARTH WILL NOT SLIDE OR SETTLE AND SO THAT
ALL EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM DAMAGE. ANY DAMAGE RESULTING FROM A LACK OF
ADEQUATE SHORING, BRACING AND SHEETING, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND HE SHALL EFFECT
NECESSARY REPAIRS OR RECONSTRUCTION AT HIS OWN EXPENSE. WHERE THE EXCAVATION FOR A CONDUIT TRENCH, AND/OR
STRUCTURE IS FIVE FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING, SHORING AND BRACING OR
EQUIVALENT METHOD, FOR THE PROTECTION OF LIFE, OR LIMB, WHICH SHALL CONFORM TO THE APPLICABLE CONSTRUCTION SAFETY
ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA, THE CONTRACTOR SHALL ALWAYS COMPLY WITH
OSHA REQUIREMENTS.
3.ALL APPLICABLE REQUIREMENTS OF THE CALIFORNIA CONSTRUCTION AND GENERAL INDUSTRY SAFETY ERRORS, THE OCCUPATIONAL
SAFETY AND HEALTH ACT AND THE CONSTRUCTION SAFETY ACT SHALL BE MET.
4.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS NECESSARY TO PERFORM THE WORK SHOWN IN THESE PLANS
FROM THE APPROPRIATE AGENCIES.
5.THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF AN AIRBORNE DUST NUISANCE AND SHALL BE
RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR FAILURE TO DO SO.
6.THE CONTRACTOR MUST PROVIDE FOR SAFE ACCESSIBLE INGRESS AND EGRESS FOR ADJACENT PROPERTY OWNERS AND EVA
THROUGHOUT THE PERIOD OF CONSTRUCTION . TEMPORARY THROUGH ACCESS FOR THE GENERAL PUBLIC DUE TO CONSTRUCTION
STAGING OR LIMITATIONS MUST BE FULLY REVIEWED AND APPROVED BY THE OWNER PRIOR TO IMPLEMENTATION. ALL ACCESS MUST
BE SAFE, SECURED, FLAGGED, SIGNED, AND ACCESSIBLE PER THE APPROVED SITE ACCESS PLAN SUBMITTED BY THE CONTRACTOR AND
REQUIRED BY THE OWNER.
7.DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EMERGENCY VEHICLE ACCESS, PUBLIC SAFETY AND SAFETY
OF EXISTING STRUCTURES. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, FENCING, BARRICADES, TRAFFIC CONTROLS,
FLAGGERS , SHORINGS, BRACING AND GUYS OR OTHER DEVICES NECESSARY TO PROVIDE FOR SAFETY IN ACCORDANCE WITH ALL
NATIONAL, STATE SPECS AND LOCAL SAFETY ORDINANCES.
8.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.
9.ALL EXISTING 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.
10.ALL EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION MUST BE COMPLETELY RESTORED TO
THE SATISFACTION OF THE CITY ENGINEER OR UTILITY AGENCY REPRESENTATIVE, AT THE CONTRACTOR'S SOLE EXPENSE.
11.ANY RELOCATION OF PUBLIC UTILITIES SHALL BE CONDUCTED IN ACCORDANCE WITH ANY AND ALL REQUIREMENTS OF THE UTILITY
COMPANY REPRESENTATIVE INCLUDING FEES, BONDS, PERMITS AND WORKING CONDITIONS, ETC. THIS WORK SHALL BE DONE AT NO
EXPENSE TO THE UTILITY COMPANY. THE OWNER SHALL PAY THE COST OF ALL SUCH RELOCATION WORK INCLUDING FEES, BONDS,
PERMITS, ETC.
12.THE CONSTRUCTION OF ALL GRAVITY UNDERGROUND LINES (STORM DRAINS) SHALL BEGIN AT THE MOST DOWNSTREAM END, UNLESS
OTHERWISE SPECIFICALLY APPROVED BY ENGINEER OR BY THE OWNER.
13.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 PARTY
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.
14.THE CONTRACTOR MUST MEET AND IMPLEMENT ALL NPDES, SWPPP, AND EROSION CONTROL REQUIREMENTS IN EFFECT AT THE TIME
OF CONSTRUCTION.
15.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.
L0.1
COVER
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
Sheet Number Sheet Title
L0.1 COVER
L0.2 NOTES AND LEGEND
L0.3 PLANTING NOTES
L0.4 TREE PRESERVATION PLAN
L1.1 LAYOUT PLAN
L1.2 LAYOUT PLAN
L1.3 LAYOUT PLAN
L2.0 IRRIGATION NOTES
L2.1 IRRIGATION PLAN
L2.2 IRRIGATION PLAN
L2.3 IRRIGATION PLAN
L2.4 IRIGATION DETAILS
L2.5 IRRIGATION DETAILS
L2.6 IRRIGATION DETAILS
L2.7 IRRIGATION DETAILS
L3.1 TREE PLANTING PLAN
L3.2 TREE PLANTING PLAN
L3.3 TREE PLANTING PLAN
L4.1 SHRUB PLANTING PLAN
L4.2 SHRUB PLANTING PLAN
L4.3 SHRUB PLANTING PLAN
L6.0 CONSTRUCTION DETAILS
L6.1 CONSTRUCTION DETAILS
L6.2 CONSTRUCTION DETAILS
L6.3 CONSTRUCTION DETAILS
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
SHEET INDEX
SEE SHEET:
L1.1
L2.1
L3.1
L4.1
L5.1
SEE SHEET:
L1.3
L2.3
L3.3
L4.3
L5.3
SEE SHEET:
L1.2
L2.2
L3.2
L4.2
L5.2
SHERBURNE HILLS RD
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
L0.2
NOTES AND LEGEND
A
AC
A.F.F.
BOW
BS
BW
BW
C
C&G
CB
CMU
CO
CONC.
CP
CTRL
(E), EXIST
E
E.W.
EA
EJ
EL
EQ
ES
EX
F.O.B.
(F), FUT
FC
FG
FH
FL
(G), GRD
G
GB
GV
HC
HDPE
HH
HSB
HT
INV
IC
IRR
JB
LIP
LSB
MFR
MIN.
MED
MSB
(N)
AMPERE
ASPHALT CONCRETE
ABOVE FINISHED GRADE
BACK OF WALK
BOTTOM OF STAIR
BOTTOM OF WALL
BOTH WAYS
CONDUIT
CURB AND GUTTER
CATCH BASIN (CIVIL)
CONCRETE MASONRY UNIT
CLEAN OUT (CIVIL)
CONCRETE
CONTROL POINT
CONTROL
EXISTING
ELECTRICAL
EACH WAY
EACH
EXPANSION JOINT
ELEVATION
EQUAL
EQUAL SPACES
EXISTING
FACE OF BUILDING
FUTURE
FACE OF CURB
FINISH GRADE
FIRE HYDRANT
FLOW LINE
GROUND
GAS
GRADE BREAK
GAS VALVE
HANDICAP FACILITY
HIGH DENSITY POLYETHYLENE
HANDHOLE
HEAVY SANDBLAST
HEIGHT
INVERT
IRRIGATION CONTROL
IRRIGATION
JUNCTION BOX
LIP OF GUTTER
LIGHT SANDBLAST
MANUFACTURER
MINIMUM
MEDIUM
MEDIUM SANDBLAST
NEW
NIC
NO.
NTS
O.C.
OFCI
PA
PCC
>
PR
PVC
(R)
R
S
S.A.D.
S.C.D.
S.E.D.
S.S.D.
S.P.D.
S.W.D.
SB
SP
SD
SDCO
SDMH
SL
SQ.
SS
SS
SSCO
SSMH
S/W
TEL, T
TBD
TS
TW
TYP.
UNO
W
WP
W.P.M.
NOT IN CONTRACT
NUMBER
NOT TO SCALE
ON CENTER
OWNER FURNISHED, CONTRACTOR INSTALLED
PLANTING AREA
PORTLAND CEMENT CONCRETE
PROPERTY LINE
PROPOSED
POLY VINYL CHLORIDE
RELOCATED
RADIUS
SLOPE
SEE ARCHITECTURAL DRAWINGS
SEE CIVIL DRAWINGS
SEE ELECTRICAL DRAWINGS
SEE STRUCTURAL DRAWINGS
SEE PLUMBING CONSULTANT DRAWINGS
SEE WATERPROOFING CONSULTANT DRAWINGS
SANDBLAST
SPACING
STORM DRAIN
STORM DRAIN CLEANOUT
STORM DRAIN MANHOLD
STREET LIGHT
SQUARE
STAINLESS STEEL
SANITARY SEWER (CIVIL)
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
SIDEWALK
TELEPHONE
TO BE DETERMINED
TOP OF STAIR
TOP OF WALL
TYPICAL
UNLESS OTHERWISE NOTED
WATER LINE (CIVIL)
WATERPROOF
WATERPROOF MEMBRANE
ABBREVIATIONS
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
KEY DESCRIPTION DETAIL/
SHEET COLOR FINISH/PATTERN MFG/MODEL/SIZE
PEDESTRIAN CONCRETE PAVING 1/L6.2 STANDARD GREY LIGHT BROOM N/A
AC PAVING S.C.D.S.C.D.S.C.D.N/A
CONCRETE DRIVEWAY S.C.D.STANDARD GREY LIGHT BROOM N/A
STORMWATER BASIN PEBBLES 7/L6.2 TBD BY OWNER N/A PER DETAIL
STAMPED ASPHALT 5/L6.2 SAN DIEGO BUFF ASHLAR SLATE STREET PRINT XD
6' WOOD PRIVACY FENCE W/ LATTICE 5/L6.1 REDWOOD PER DETAIL PER DETAIL
PRECAST CONCRETE RAIL FENCE 4/L6.1 KAHLUA BY DAVIS COLORS PER DETAIL PER DETAIL
6' HIGH GOOD NEIGHBOR FENCE 3/L6.1 REDWOOD PER DETAIL PER DETAIL
NEIGHBORHOOD WALL - FREESTANDING 7/L6.1 PER DETAIL PER DETAIL PER DETAIL
NEIGHBORHOOD WALL - RETAINING 8/L6.1 PER DETAIL PER DETAIL PER DETAIL
RETAILING LOW WALL 9/L6.1 PER DETAIL PER DETAIL PER DETAIL
6' HIGH WOOD GATE 2/L6.1 REDWOOD PER DETAIL PER DETAIL
LOW CMU WALL S.C.D.MATCH F4 PER DETAIL PER DETAIL
LANDSCAPE BOULDER 1/L6.1 BEIGE OR LIGHT BUFF SEE DETAIL SEE DETAIL
MAILBOX 6/L6.2 BROWN N/A SALSBURY INDUSTRIES
HEADER 6/L6.0 PER DETAIL PER DETAIL COLMET
PLANTING AREA 1-4/L6.0 N/A N/A PER DETAIL
STORMWATER BASIN S.C.D.S.C.D.S.C.D.S.C.D.
LANDSCAPE SCHEDULE
A
B
PA
F1
F2
F3
F4
M
B
C A E
H
C
D
F5
G
F6
F4.1
F7
TREES BOTANICAL NAME COMMON NAME SIZE WATER USE SPACING QTY
ACE ACER BUERGERIANUM TRIDENT MAPLE 24"BOX M AS SHOWN 13
ACP ACER PALMATUM JAPANESE MAPLE 24"BOX M AS SHOWN 13
CER CERCIS OCCIDENTALIS WESTERN REDBUD 24"BOX L AS SHOWN 20
LAG LAGERSTROEMIA X `TUSCARORA`CRAPE MYRTLE CORAL PINK 24"BOX L AS SHOWN 17
MAG MAGNOLIA GRANDIFLORA `LITTLE GEM`DWARF SOUTHERN MAGNOLIA 24"BOX M AS SHOWN 11
QUA QUERCUS AGRIFOLIA COAST LIVE OAK 24"BOX L AS SHOWN 9
QUL QUERCUS LOBATA VALLEY OAK 24"BOX L AS SHOWN 31
SCH SCHINUS MOLLE CALIFORNIA PEPPER 24"BOX L AS SHOWN 7
MITIGATION VALUE
52"
52"
80"
68"
44"
36"
124"
28"
TOTAL: 484"
TREE MITIGATION NOTES:
1.PER THE ARBORIST REPORT DATED JULY 2019, 10 PROTECTED TREES ARE GOING TO BE REMOVED. THE TOTAL TRUNK DIAMETERS OF THE REMOVED OAK TREES:
199".
2.EACH NEW 24-IN BOX SIZE TREE IS CREDITED AT A RATIO OF 4" PER TREE TOWARD THE AGGREGATE REPLACEMENT PLANTING, PER PER THE CONDITIONS OF
APPROVAL SECTION 4.B, FOUND ON PAGE 22 OF RESOLUTION NO. 31- 2019
3.EACH OAK TREE BEING COUNTED AS A MITIGATED TREE SHOULD BE NOTED WITH AN ‘M’ ON THE LANDSCAPE PLANS AND WILL NOT BE ELIGIBLE TO BE
REMOVED BY THE OWNERS OR THE HOA. ALL MITIGATED OAK TREES SHALL BE RMAINTAINED BY THE HOMEOWNERS ASSOCIATIONAND NOTED AS SUCH IN THE
CC&R’S.
*
* ALL ACER PALMATUM IN THIS LIST ARE EXISTING TREES THAT WERE LEFT ONSITE BY THE NURSERY.
SHRUBS BOTANICAL NAME COMMON NAME SIZE WATER USE SPACING QTY
AS ALOE STRICTA CORAL ALOE 5 GAL L 24" O.C.35
AK ANIGOZANTHOS `ORANGE CROSS`KANGAROO PAW 2 GAL L 36" O.C.52
AD ARCTOSTAPHYLOS DENSIFLORA `HOWARD MCMINN`HOWARD MCMINN MANZANITA 10 GAL L 96" O.C.18
CA CARPENTERIA CALIFORNICA BUSH ANEMONE 10 GAL L 72" O.C.96
DW DASYLIRION WHEELERI GREY DESERT SPOON 10 GAL L 48" O.C.37
DG DIETES GRANDIFLORA FORTNIGHT LILY 5 GAL L 42" O.C.232
DP DODONAEA VISCOSA `PURPUREA`PURPLE LEAFED HOPSEED BUSH 10 GAL L 96" O.C.8
EU EUONYMUS JAPONICUS `GREEN SPIRE`GREEN SPIRE EUONYMUS 5 GAL L 24" O.C.30
LL LEUCOPHYLLUM LANGMANIAE `LYNN`S LEGACY`BAROMETERBUSH 5 GAL L 60" O.C.28
MC MYRTUS COMPACTA COMPACT MYRTLE 5 GAL L 36" O.C.71
ND NANDINA DOMESTICA `LEMON LIME`LEMON LIME NANDINA 5 GAL L 36" O.C.10
NF NEPETA X FAASSENII `WALKERS LOW`WALKERS LOW CATMINT 2 GAL L 30" O.C 20
PA PENSTEMON X `APPLE BLOSSOM`APPLE BLOSSOM BEARD TONGUE 5 GAL L 36" O.C.60
RC RHAMNUS CALIFORNICA `EVE CASE`CALIFORNIA COFFEEBERRY 10 GAL L 72" O.C.14
RI RHAPHIOLEPIS INDICA `BALLERINA`BALLERINA INDIAN HAWTHORN 5 GAL L 42" O.C.43
RO ROSMARINUS OFFICINALIS `TUSCAN BLUE`TUSCAN BLUE ROSEMARY 10 GAL L 48" O.C.62
SM SALVIA MICROPHYLLA `HOT LIPS`BABY SAGE 5 GAL L 60" O.C.27
XC XYLOSMA CONGESTUM `COMPACTA`COMPACT XYLOSMA 10 GAL L 60" O.C.97
GRASSES BOTANICAL NAME COMMON NAME SIZE WATER USE SPACING QTY
CT CHONDROPETALUM TECTORUM CAPE RUSH 2 GAL L 36" O.C.113
HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL L 24" O.C.139
LC LEYMUS CONDENSATUS `CANYON PRINCE`NATIVE BLUE RYE 2 GAL L 36" O.C.38
LB LOMANDRA LONGIFOLIA `BREEZE`MAT RUSH 2 GAL L 36" O.C.245
MR MUHLENBERGIA CAPILLARIS `REGAL MIST` TM REGAL MIST PINK MUHLY GRASS 2 GAL L 48" O.C.338
PR PENNISETUM SETACEUM `RUBRUM`PURPLE FOUNTAIN GRASS 1GAL L 36" O.C.34
SHRUB AREAS BOTANICAL NAME COMMON NAME SIZE WATER USE SPACING QTY
BB BOUTELOUA GRACILIS `BLONDE AMBITION`BLUE GRAMA 1 GAL L 24" O.C.89
DJ DIETES IRIDIOIDES `JOHN`S RUNNER`FORTNIGHT LILY 1 GAL L 24" O.C.87
JE JUNCUS PATENS `ELK BLUE`SPREADING RUSH 1 GAL L 24" O.C.49
PS PENNISETUM SETACEUM `RUBRUM`PURPLE FOUNTAIN GRASS 1 GAL L 24" O.C.7
SI SALVIA X JAMENSIS `IGNITION`IGNITION PURPLE SALVIA 1 GAL L 18" O.C.17
SB SALVIA X SYLVESTRIS `BLUE HILL`WOOD SAGE 1 GAL L 18" O.C.64
SJ SEDUM SPECTABILE `AUTUMN JOY`STONECROP 1 GAL L 24" O.C.18
GROUND COVERS BOTANICAL NAME COMMON NAME CONT WATER USE SPACING QTY
AR ARCTOSTAPHYLOS UVA-URSI `POINT REYES`KINNIKINNICK 1 GAL L 60" O.C.58
BH BULBINE FRUTESCENS `HALLMARK`STALKED BULBINE 1 GAL L 24" O.C.222
DM DYMONDIA MARGARETAE DYMONDIA 1 GAL L 48" O.C.305
EC EPILOBIUM CANUM HUMMINGBIRD TRUMPET 1 GAL L 36" O.C.246
MP MYOPORUM PARVIFOLIUM `PUTAH CREEK`PUTAH CREEK MYOPORUM 1 GAL L 60" O.C.170
RD ROSMARINUS OFFICINALIS `PROSTRATUS`DWARF ROSEMARY 1 GAL L 60" O.C.17
SA SEDUM RUPESTRE `ANGELINA`YELLOW STONECROP 1 GAL L 24" O.C.26
TS TEUCRIUM CHAMAEDRYS `SUMMER SUNSHINE`GERMANDER 1 GAL L 18" O.C.42
TD TURF DELTA BLUEGRASS NEW BOLERO PLUS 90/10 SOD M 7,488 SF
GENERAL
1.ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH PLANTING WORK AND UNDER THE
SUPERVISION OF A QUALIFIED PLANTING FOREMAN.
2.ALL QUANTITIES AND PLANT COUNTS ARE FOR THE CONVENIENCE OF THE CONTRACTOR. IN CASE OF
DISCREPANCIES, THE PLAN SHALL GOVERN.
3.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE SUBSTITUTIONS, ADDITIONS, AND
DELETIONS IN THE PLANTING SCHEME AS THEY FEEL NECESSARY WHILE WORK IS IN PROGRESS, UPON
APPROVAL BY THE OWNER. SUCH CHANGES ARE TO BE ACCOMPANIED BY EQUITABLE ADJUSTMENTS
IN THE CONTRACT PRICE, WHEN NECESSARY.
4.PLANT MATERIAL LOCATIONS SHOWN ARE DIAGRAMMATIC AND MAY BE SUBJECT TO CHANGE IN THE
FIELD BY THE LANDSCAPE ARCHITECT. PLANT LOCATIONS ARE TO BE ADJUSTED IN THE FIELD AS
NECESSARY TO SCREEN UTILITIES, BUT SHALL NOT BLOCK WINDOWS, BLOCK SIGNS NOR IMPEDE
ACCESS.
5.THE DESIGN INTENT OF THE PLANTING PLAN IS TO ESTABLISH AN ATTRACTIVE MATURE LANDSCAPE
APPEARANCE. FUTURE PLANT GROWTH WILL NECESSITATE TRIMMING, SHAPING, AND IN SOME CASE
REMOVAL OF TREES AND SHRUBS AS AN ON-GOING MAINTENANCE PROCEDURE.
6.ALL PLANTING AREA MUST BE IRRIGATED WITH AUTOMATIC IRRIGATION SYSTEM. IRRIGATION SYSTEM
SHALL BE FULLY AUTOMATED AND OPERATIONAL WITH FULL COVERAGE PRIOR TO PLANTING.
7.CONTRACTOR TO REVIEW ALL EXISTING, PROPOSED, & AS BUILT UTILITY PLANS PRIOR TO
CONSTRUCTION. CONTRACTOR TO TAKE PRECAUTIONS IN EXCAVATION OF ALL TREE PLANTING PITS.
CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS FOUND DURING
CONSTRUCTION.
8.CONTRACTOR MUST REVIEW ALL PLANS PRIOR TO THE BEGINNING OF CONSTRUCTION AND
MAINTAIN THE FOLLOWING CLEARANCES FOR ALL TREE PLANTINGS. CONTRACTOR TO TAKE
PRECAUTION IN ALL EXCAVATION ACTIVITY. NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS
PRIOR TO INSTALLATION.
FIRE HYDRANTS AND PIVS: 3' MINIMUM
LIGHT POLES: 10' MINIMUM
UTILITIES: 3' MINIMUM
BUILDING ROOF EDGE: 5' MINIMUM
9.CONTRACTOR TO PROVIDE AND ARRANGE FOR PLANT MATERIAL THRU CONTRACT GROW, PLANT
BROKERS, OR DIRECT PURCHASE AS REQUIRED FOR THE FULL IMPLEMENTATION OF THE PROJECTS
PLANTING PLAN. CONTRACTOR MUST SUBMIT WITHIN 30 DAYS AFTER AWARD OF A BID A DETAILED
NURSERY LIST OF SECURED PLANT MATERIAL, CONTRACT GROW PLANT MATERIAL, AND ANY
SUBSTITUTION REQUESTS. CONTRACTOR SHALL ARRANGE AND SECURE ALL PLANT MATERIAL WITHIN
30 DAYS OF BID. UPON DELIVERY, PLANT MATERIAL THAT DOES NOT MEET NURSERY STANDARDS, IS
ROOTBOUND, OF POOR QUALITY & HEALTH, SUBSTANDARD SIZE, AND / OR IS NOT APPROVED BY THE
LANDSCAPE ARCHITECT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. MATERIAL WHICH IS
NOT SECURED AND IS UNAVAILABLE IN THE SIZE SPECIFIED SHALL BE UP-SIZED, IF AVAILABLE. ALL
REPLACEMENT MATERIAL, SUBSTITUTIONS OR UP-SIZED PLANT MATERIAL MUST BE PROVIDED AS
REQUIRED FOR THE FULL IMPLEMENTATION OF THE PLANTING PLAN AT NO ADDITIONAL COST TO
THE CONTRACT AND OWNER.
10.PROCUREMENT OF PLANT MATERIAL SHALL NOT BE LIMITED TO NORTHERN CALIFORNIA.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRUCKING, INSPECTIONS, AND INCIDENTALS FOR
PROVIDING PLANT MATERIAL FROM SOURCES OUT OF STATE AS REQUIRED BY THE PROJECT PLANTING
PLAN.
EXISTING PLANT MATERIAL
1.ALL EXISTING PLANT MATERIAL, TREES, OR LAWN TO REMAIN MUST BE PROTECTED AND MAINTAINED IN
PLACE BY THE CONTRACTOR.
2.ANY DAMAGED MATERIAL MUST BE FULLY REPLACED TO MATCH EXISTING BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE CONTRACT AND OWNER.
3.CONTRACTOR MUST MAINTAIN ANY EXISTING IRRIGATION SYSTEMS OR PROVIDE TEMPORARY
IRRIGATION SYSTEMS AS REQUIRED TO ALL EXISTING PLANTING AREAS TO REMAIN.
SOILS
1.THE CONTRACTOR MUST PROVIDE AN AGRICULTURAL SUITABILITIES ANALYSIS FOR ALL SOILS EXISTING
AND IMPORTED INCLUDING BUT NOT LIMITED TO: EXISTING ON-SITE SOILS, IMPORTED TOPSOIL, LIME
TREATED AREAS, AND ALL AMMENDMENTS. RECOMMENDATIONS FOR AMENDMENTS CONTAINED IN
THIS ANALYSIS ARE TO BE CARRIED OUT BEFORE PLANTING OCCURS. PROVIDE 2 TESTS AT 6" DEPTH
AND 2 TESTS AT 24" DEPTH THROUGHOUT THE SITE. PROVIDE ADDITIONAL TESTING (ONE 6" AND ONE
24" DEPTH TEST PER 25,000 SF FOR AREAS WHICH WERE LIME TREATED). EACH TEST SAMPLE SHALL
CONTAIN 3 REPRESENTATIVE SOIL SAMPLES. ALL LIME TREATED PLANTING AREAS SHALL BE REMOVED
AND REPLACED WITH IMPORT TOP SOIL AT NO COST TO THE OWNER. ALL TESTING SHALL BE PAID FOR
BY THE CONTRACTOR. FOR BID PURPOSES AMEND ALL SOIL WITH 6 YARDS OMRI COMPOST 50LBS
GYPSUM AND 100LBS OF GRO-POWER PLUS 5-3-1 W/ M PER 1000SF. CONTRACTOR TO SUBMIT ALL
DELIVERY TICKETS FOR COMPOST AND FERTILIZERS FOR VERIFICATION.
2.ALL SOILS IMPORTED ONTO THE SITE FOR ANY PURPOSE SUCH AS GRADING, NON EXPANSIVE FILL, FILL,
OR FOR ANY GENERAL PURPOSE MUST BE TESTED FOR PLANT SUITABILITY PRIOR TO PLACEMENT. ALL
IMPORT SOILS SHALL BE NON-DETRIMENTAL TO PLANT MATERIAL AND SOILS ANALYSIS SUBMITTED TO
THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. PROVIDE 1 TEST PER 500 CY OF MATERIAL.
3.SOIL IS TO BE AMENDED, AT THE RATE INDICATED BY THE SOIL ANALYSIS, TO BRING THE SOIL ORGANIC
MATTER CONTENT TO A MINIMUM OF 3.5% BY DRY WEIGHT, AND A MINIMUM OF 2" OF QUALITY
RECYCLED COMPOST, ON ALL PLANTING AREAS.
4.ALL PLANTERS IN AREAS WHICH HAVE BEEN COMPACTED, SUCH AS ADJACENT TO BUILDINGS AND IN
PARKING LOTS, SHALL BE CROSS RIPPED TO THE FOLLOWING DEPTHS: PLANTERS LESS THAN THREE
(3) FEET WIDE SHALL HAVE COMPACTION RELIEVED TO A MINIMUM DEPTH OF TWENTY-FOUR (24)
INCHES BELOW SUBGRADE. PLANTERS THREE TO TEN (3-10) FEET WIDE MUST HAVE COMPACTION
RELIEVED TO A MINIMUM DEPTH OF 18" BELOW SUBGRADE, PLANTERS MORE THAN 10' WIDE SHALL
HAVE COMPACTION RELIEVED TO A MINIMUM DEPTH OF 12" BELOW SUBGRADE. AREAS SHALL BE
PROTECTED AFTER DECOMPACTION.
5.CONTRACTOR SHALL PERFORM A PERCOLATION TEST AT THE BEGINNING OF CONSTRUCTION AT 1
LOCATION PER ACRE (MAX OF 4) TO DETERMINE THE DRAINAGE CAPACITY OF THE EXISTING SITE SOIL
FOR TREE HEALTH. NOTIFY THE LANDSCAPE ARCHITECT IF DRAINAGE IS LESS THAN 2" PER HOUR.
TREES
1.ALL TREES SHALL BE SPECIMENS UNLESS SPECIFICALLY NOTED.
2.ALL TREES ARE TO BE STAKED AS SHOWN ON THE TREE STAKING/GUYING DIAGRAMS. BRANCHING
HEIGHT OF TREES SHALL BE A 6'-0" MINIMUM ABOVE FINISH GRADE. ALL TREES IN A FORMAL GROUP
PLANTING MUST BE MATCHING IN SIZE AND SHAPE. ALL STREET TREES TO BE INSTALLED IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE OWNER. LANDSCAPE ARCHITECT
SHALL BE CONSULTED REGARDING ORIENTATION OF TREES PRIOR TO PLANTING AND/OR
BACKFILLING.
3.PLANT TREES 3'-0" MINIMUM FROM FACE OF CURB AT PARKING, AND FROM EDGES OF PAVING. ALL
TREES WITHIN 5' OF PAVING AREAS AND BUILDINGS MUST HAVE ROOT BARRIERS INSTALLED. SEE ROOT
BARRIER DETAIL. DEEP ROOT BARRIER MODEL NO. UB.24.2. (415) 344-1464. INSTALL PER
MANUFACTURER'S SPECIFICATIONS. WHERE WATER BARRIERS AND ROOT BARRIERS ARE REQUIRED, USE
CENTURY PRODUCTS DUAL PURPOSE WATER/ ROOT BARRIER CR-PE24-20, (714)632-7083, S.C.D. FOR
LOCATIONS OF WATER BARRIER.
4.PROVIDE 4" BERM AROUND TREE FOR WATER BASIN. SEE TREE STAKING DETAIL. BERM TO BE REMOVED
IN LAWN AREA AFTER INITIAL MAINTENANCE PERIOD. MULCH TREE WELL WITH 3" LAYER OF RECYCLED
CHIPPED MULCH. KEEP MULCH AWAY FROM TREE TRUNK. HOLD LAWN AND HYDROSEED 2' CLEAR
FROM TRUNKS, TYP.
5.TREES MUST HAVE AN UNCUT LEADER THAT HAS A UNIFORM TAPER FROM BASE TO TIP. TREES MUST
MEET AT LEAST NORMAL CALIPER AND HEIGHT FOR CONTAINER SIZE. OVERGROWN OR ROOT BOUND
TREES ARE NOT ACCEPTABLE.
6.FOR ALL TREES IN STORMWATER INFILTRATION ZONES HOLD FG OF ROOTBALL 4" ABOVE FG OF
FLOWLINE. ADJUST ADJACENT GRADE OF SOIL TO BLEND UNIFORMLY AROUND ROOTBALL AND
ALLOW UNIMPEDED FLOW OF WATER.
PLANTING NOTES PLANTING NOTES (CONT)
SHRUBS, GROUNDCOVERS AND VINES
1.GROUNDCOVER MUST BE PLANTED AS SHOWN ON THE PLAN, INCLUDING UNDER SHRUBS AND IN
TREE WATERING BASINS.
2.SHRUBS AND PERENNIALS MUST HAVE ADEQUATE SETBACK FROM THE ADJACENT SIDEWALK AND EDGES OF PARKING LOT CURBS. NOTIFY
LANDSCAPE ARCHITECT PRIOR TO INSTALLATION IF PLANT MATERIAL MAY PROTRUDE INTO THE PATH OF TRAVEL.
3.THE CONTRACTOR IS TO SECURE ALL VINES TO TRELLISES WITH APPROVED FASTENERS, ALLOWING FOR TWO (2) YEARS GROWTH. SUBMIT
SAMPLE TO LANDSCAPE ARCHITECT.
HYDROSEED
1.ALL DISTURBED AREAS WITH NO PLANTING, MULCH, HARDSCAPE OR OTHER MEANS OF EROSION CONTROL SHALL HAVE HYDROSEED PLACED.
2.ALL HYDROSEED SHALL BE FULLY ROOTED AND ESTABLISHED PRIOR TO OCTOBER 15TH.
3.THE CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION AS REQUIRED TO ESTABLISH ALL 'NON-IRRIGATED' HYDROSEED WITHIN FLOW
CHANNELS, RETENTION BASINS, DETENTION BASINS, OR OTHER AREAS SUBJECT TO WATER FLOW.
ACCESSORIES
1.ALL PLANTING NOT BOUNDED BY CONCRETE OR A HARDSCAPE EDGE SHALL BE COMPLETELY SURROUNDED BY HEADERS. ALL ASPHALT AND
DECOMPOSED GRANITE AREAS TO BE COMPLETELY SURROUNDED BY HEADERS OR ADJACENT CONCRETE WORK.
2.ALL PLANTING AREAS MUST BE TOP-DRESSED WITH 3" LAYER OF RECYCLED CHIPPED MULCH. COLOR: BROWN. SUBMIT SAMPLE TO LANDSCAPE
ARCHITECT FOR APPROVAL PRIOR TO ORDERING.
3.ALL MULCH WITHIN STORMWATER PLANTING AREAS MUST BE 3" OF BROWN GORILLA HAIR. SUBMIT SAMPLE FOR REVIEW AND APPROVAL.
4.ALL STORMWATER CURB CUTS MUST BE REINFORCED WITH A MINIMUM 12" WIDE x18" LONG x 6" DEEP BAND OF COBBLE. COBBLE SHALL BE
40% 4"-6" AND 60% 2"-3" NOIYO COBBLE. PROVIDE 24" WIDE BY 6" DEPTH OF COBBLE AROUND ALL CATCH BASINS LOCATED IN DRAINAGE
AREAS. SUBMIT SAMPLE FOR REVIEW AND APPROVAL
5.ALL RAINWATER LEADERS DISCHARGING INTO LANDSCAPE AREAS MUST HAVE SPLASH BLOCKS. MODEL: CDI 16X24". COLOR: TO MATCH
PAVING. (800) 279-2278.
6.ALL SLOPES GREATER THAN 2.5:1 MUST BE COVERED WITH EROSION CONTROL NETTING PER THE MANUFACTURER'S SPECIFICATIONS.
OVERLAP ALL EDGES A MINIMUM OF 12" AND SECURE AS REQUIRED WITH METAL STAPLES. EROSION CONTROL NETTING TO BE WESTERN
EXCELSIOR, EXCEL CS-3 OR APPROVED EQUAL. AVAILABLE FROM REED & GRAHAM 888-381-0800.
7.THE LANDSCAPE CONTRACTOR SHALL AS A PART OF THIS BID PROVIDE FOR A PLANTING ALLOWANCE FOR THE AMOUNT OF $3,000.00
(THREE THOUSAND DOLLARS), TO BE USED FOR SUPPLYING AND INSTALLING ADDITIONAL PLANT MATERIAL AS DIRECTED BY THE
LANDSCAPE ARCHITECT AND APPROVED BY THE OWNER IN WRITING. THE UNUSED PORTION OF THE ALLOWANCE SHALL BE RETURNED
TO THE OWNER AT THE BEGINNING OF THE MAINTENANCE PERIOD.
8.SEE SPECIFICATIONS FOR ALL FERTILIZER REQUIREMENTS
SUBMITTALS
1.CONTRACTOR MUST SUBMIT ALL TESTS, PRODUCTS, ACCESSORIES, CUT SHEETS OF ALL ITEMS SPECIFIED FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION.
2.ALL PLANT MATERIAL MUST BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL SUBMIT
PHOTOS OF ALL SHRUBS, GROUND COVERS, VINES, AND TREES FOR PRELIMINARY REVIEW AND APPROVAL.
3.PLANT MATERIAL NOT APPROVED BY THE LANDSCAPE ARCHITECT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT WITH APPROVED PLANT
MATERIAL AT NO ADDITIONAL COST TO THE CONTRACT OR OWNER.
MUNICIPAL REQUIREMENTS
1.ALL PLANT MATERIAL TO BE INSPECTED & APPROVED BY CITY REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
2.CONTACT THE PROJECT LANDSCAPE ARCHITECT FOR FINAL INSPECTION OF LANDSCAPE AND IRRIGATION. PRIOR TO RELEASE OF BUILDING
FOR OCCUPANCY, THE PROJECT LANDSCAPE ARCHITECT WILL SUBMIT A LETTER TO THE CITY CERTIFYING THE PLANTING AND IRRIGATION
HAS BEEN INSTALLED IN CONFORMANCE WITH THE APPROVED PLANTING AND IRRIGATION PLANS, SUBJECT TO THE REVIEW AND APPROVAL
OF THE CITY LANDSCAPE ARCHITECT. SECURITIES IN LIEU OF INSTALLATION WILL NOT BE ACCEPTED.
3.DURING THE INSTALLATION OF LANDSCAPING AND INSTALLATION AND PRIOR TO THE ISSUANCE OF A BUILDING OCCUPANCY PERMIT, THE
LANDSCAPE ARCHITECT MUST INSPECT AND MONITOR THE INSTALLATION OF MATERIALS TO VERIFY CONFORMANCE TO THESE PLANS.
ONCE APPROVED, THE LANDSCAPE ARCHITECT SHALL PROVIDE A WRITTEN LETTER TO DEPARTMENT OF PLANNING AND DEVELOPMENT
STATING COMPLIANCE WITH THE APPROVED PLANS.
1.THE PLANT LIST IS PRELIMINARY IN NATURE. SPECIES SHALL BE ADDED AND SUBTRACTED TO FULFILL THE DESIGN AND HORTICULTURAL REQUIREMENTS AS
NECESSARY.
2.THE IRRIGATION SYSTEM SHALL BE DESIGNED WITH WATER CONSERVATION IN MIND WHILE ACHIEVING THE GOAL OF EFFECTIVELY AND EFFICIENTLY
PROVIDING THE LANDSCAPE WITH WATER BY MEANS OF SPRAY IRRIGATION TO THE SHRUBS/GROUNDCOVER AREAS AND BUBBLERS TO THE TREES.
3.THE SPRAY SYSTEM SHALL BE TORO SPRAY HEADS WITH PRESSURE COMPENSATING NOZZLES IN A HEAD TO HEAD LAYOUT TO ACHIEVE AN EVEN LEVEL OF
PRECIPITATION THROUGHOUT THE IRRIGATION SYSTEM.
4.A STATE-OF-THE-ART IRRIGATION CONTROLLER SHALL BE SPECIFIED FOR THIS PROJECT TO CONTROL THE WATER ALLOCATED TO EACH VALVE GROUPED PER
INDIVIDUAL HYDROZONE (BASED ON PLANT TYPE AND EXPOSURE).
WATER CONSERVATION STATEMENT
L0.3
PLANTING NOTES
FOR ADDT'L INFO.QUANTITY
PLANT NAME SEE PLANT LIST
XX
XX
TREE PROTECTION NOTES:
1.PRIOR TO INITIATING ANY CONSTRUCTION ACTIVITY IN THE AREA, INCLUDING GRADING, TEMPORARY PROTECTIVE FENCING SHALL BE INSTALLED AT
EACH SITE TREE. FENCING SHALL BE LOCATED AT OR BEYOND THE CANOPY DRIP LINE SO THAT 100% OF THE DRIP LINE WILL BE PROTECTED BY
FENCING. TO REDUCE SOIL COMPACTION FROM EQUIPMENT.
2.THE CONTRACTOR IS REQUIRED TO WATER, FERTILIZE AND ATTEND TO OTHER MAINTENANCE NEEDS OF EXISTING TREES AS NEEDED PER ARBORIST'S
RECOMMENDATIONS TO MAINTAIN HEALTHY GROWTH THROUGHOUT THE CONSTRUCTION PERIOD. SIX FEET DIAMETER, MINIMUM, BY SIX INCH TALL
EARTH BERMS SHALL BE CONSTRUCTED AT THE BASE OF EACH TREE TO FUNCTION AS TEMPORARY WATERING BASINS DURING THE CONSTRUCTION
PERIOD. TREES SHALL BE WATERED ACCORDING TO WEATHER AND TREE REQUIREMENTS. APPROVED MULCH OF 1-2 INCH SIZED WOOD CHIPS SHALL
BE PLACED AT A DEPTH OF 4 INCHES WHERE NO EXCAVATION IS TO OCCUR IN THE VICINITY OF THE TREES TO BE PROTECTED.
3.THE TREE PROTECTION FENCE SHALL BE 6' HIGH SNOW FENCE WITH IMMOVABLE POSTS. THE FENCING SHALL FORM A CONTINUOUS BARRIER
WITHOUT ENTRY POINTS AROUND EACH TREE. ANY ENCROACHMENT INTO THE DRIP LINE FOR FENCING OR CONSTRUCTION PURPOSES SHALL NOT
BE PERMITTED.
4.LOW HANGING LIMBS OF SAVED TREES SHALL BE PRUNED PRIOR TO GRADING, OR ANY EQUIPMENT MOBILIZATION ON SITE. THE PURPOSE OF THIS
REQUIREMENT IS TO AVOID TEARING LIMBS BY HEAVY EQUIPMENT. ALL LIMBS TO BE PRUNED SHALL BE SUPERVISED BY THE ARBORIST OF RECORD FOR
THE JO.
5.THIS FENCING SHALL SERVE AS A BARRIER TO PREVENT DRIP LINE ENCROACHMENT OF ANY TYPE OF CONSTRUCTION ACTIVITIES AND EQUIPMENT. NO
OILS,. GAS, CHEMICALS, LIQUID WASTE, SOLID WASTE CONSTRUCTION MACHINERY OR CONSTRUCTION MATERIALS SHALL BE STORED OR ALLOWED TO
STAND FOR ANY PERIOD OF TIME WITHIN THE DRIP LINE OF THE TREE. FURTHER, NO ONE SHALL ENTER THE FENCE PERIMETER FOR ANY REASON
EXCEPT FOR THE PURPOSE OF MONITORING THE HEALTH OF THE TREE. ACCIDENTAL DAMAGE TO BARK, ROOT CROWN, OR LIMBS MAY INCREASE
POTENTIAL FOR FUTURE DECLINE.
6.CONTRACTORS AND SUBCONTRACTORS SHALL DIRECT ALL EQUIPMENT AND PERSONNEL TO REMAIN OUTSIDE THE FENCED AREA AND AT ALL TIMES
UNTIL PROJECT IS COMPLETE, AND SHALL INSTRUCT EMPLOYEES AS TO THE PURPOSE AND IMPORTANCE OF FENCING.
7.A 'TREE PROTECTION ZONE' SIGN SHALL BE POSTED AT EACH TREE INDICATING THE PURPOSE OF THE FENCING.
8.THE ARBORIST OF RECORD FOR THE JOB OR THE CITY ARBORIST SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF THE FENCING PRIOR TO
ANY GRADING OPERATIONS.
9.FENCING MUST REMAIN IN PLACE AND SHALL NOT BE REMOVED UNTIL ALL CONSTRUCTION ACTIVITIES ARE COMPLETED. THIS SHALL INCLUDE
GRADING AND COMPACTION ACTIVITIES, INSTALLATION OF UNDERGROUND, ALL CONSTRUCTION ACTIVITIES AND ANY OTHER CONSTRUCTION OR
ACTIVITY WHICH IS SCHEDULED PRIOR OR LANDSCAPE INSTALLATION.
10.ROOTS OF SINGLE STANDING TREES OFTEN EXTEND UP TO THREE TIMES THE DISTANCE OF THE ACTUAL DRIP LINE AND FUNCTION PRIMARILY IN THEY
UPTAKE OF NUTRIENTS AND WATER. THE DRIP LINE IS ARBITRARILY ESTABLISHED AS THE MINIMUM ROOT AREA GENERALLY REQUIRED TO PRESERVE
TREE HEALTH. AS MUCH AREA AROUND THE CIRCUMFERENCE OF THE TREE SHOULD HAVE MINIMUM INTRUSION TO FURTHER INSURE TREE SURVIVAL
AND HEALTH.
11.UNAUTHORIZED TREE REMOVAL IS SUBJECT TO IN-KIND REPLACEMENT EQUAL TO THE VALUE OF THE MATURE RESOURCE LOST, AS DETERMINED BY
THE CITY.
12.NO MECHANICAL TRENCHING SHALL OCCUR WITHIN THE TREE PROTECTION ZONE. ANY EXCAVATION IF REQUIRED SHALL BE BY HAND, AIR SPADE OR
BY VACUUM. CUTTING OF ANY ROOTS OVER 3" DIA SHALL BE REVIEWED BY AN ARBORIST.
13.SEE TREE PRESERVATION SPECIFICATIONS FOR ADDITIONAL INFORMATION.
14.THE CONTRACTOR SHALL CONTRACT WITH AN ARBORIST AS REQUIRED TO ENSURE PROPER TREE HEALTH IF A PROJECT ARBORIST OR CITY ARBORIST
HAS NOT BEEN CONTRACTED.
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
TREE SCHEDULE
SHRUB SCHEDULE
A
A
A A
A
A
A
A
A
A
A A
A
A
A
A
A
A
50
2
50
3
50
5
50
1
50
4
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
FI
E
L
D
S
T
O
N
E
D
R
I
V
E
PRIVATE ALLEY 2
PRIVATE ALLEY 3
PRIVATE ALLEY 1
L.O.W.L.O.W.
L.O.W.
L.O.W.L.O.W.
L
.
O
.
W
.
L.
O
.
W
.
F
I
E
L
D
S
T
O
N
E
D
R
I
V
E
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
12
13
14
15
16
17
18
19
20
21
22
23
24
25
27
28
55
62 63 64 68676665
11
26
29
54
61
56
70
71
53
69
57 58 69
70
72
78
79
80
77
83
82
81
3
12
4
5
678
9
10
30
31
32
33
3534 36
37
3938 40
41 43
42
44 45 47
48 49 50
51 52
59 60
EXISTING TREE TO BE
REMOVED TYP.
EXISTING TREE TO BE
REMOVED TYP.
46
NUM
EXISTING TREE
TO REMAIN
EXISTING TREE
TO BE REMOVED
LIMIT OF WORKL.O.W.
TREE PROTECTION
FENCING TYP.
5
L6.0
TOTAL EXISTING TREES: 68
TOTAL EXISTING TREES TO BE PRESERVED: 30
TOTAL EXISTING TREES TO BE REMOVED: 38 0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
60'30'15'
L0.4
TREE PRESERVATION
PLAN
LEGEND
TREE INVENTORY
1.CONTRACTOR SHALL TAG AND IDENTIFY EXISTING TREES
WHICH ARE TO REMAIN WITHIN THE PROJECT LIMITS
AND ON PUBLIC RIGHT OF WAY PRIOR TO THE START OF
WORK. PROTECT ALL SUCH EXISTING TREES AT ALL TIMES
FROM DAMAGE BY MEN EQUIPMENT AND WORK. REPAIR
ALL MINOR DAMAGE TO EXISTING TREES BY USING A
LICENSED AND/OR CERTIFIED TREE SURGEON OR OTHER
PERSONNEL APPROVED BY THE CITY ARBORIST. TREES
PERMANENTLY DISFIGURED OR KILLED, INCLUDING
ROOTS, SHALL BE REMOVED FROM THE SITE AND
REPLACED WITH A TREE OF EQUAL SIZE, IF POSSIBLE, OR
REIMBURSE THE OWNER/CITY THE COST LISTED BELOW.
A CERTIFIED ARBORIST DESIGNATED BY THE CITY SHALL
BE THE SOLE JUDGE OF THE CONDITION OF ANY TREE
DAMAGED.
2.THE CONTRACTOR SHALL PAY THE CITY THE VALUE
SHOWN BELOW FOR ALL TREES THAT DIE OR ARE
DAMAGED BECAUSE OF THE CONTRACTOR'S FAILURE TO
PROVIDE ADEQUATE PROTECTION AND/OR
MAINTENANCE. THE TREE VALUE IS CALCULATED USING
THE 'TREE CALIPER' METHOD ESTABLISHED IN THE MOST
RECENT ISSUE OF THE GUIDE FOR ESTABLISHING VALUES
OF TREES & OTHER PLANTS, PREPARED BY THE COUNCIL
OF TREES AND LANDSCAPE APPRAISERS, INTERNATIONAL
SOCIETY OF ARBORICULTURE.
TREE PROTECTION
VALUE
$2,400
$3,400
$4,400
$5,200
$6,200
$7,200
13"
14"
15"
16"
17"
18"+
VALUE
$8,200
$9,200
$10,000
$11,000
$12,000
$12,00 + $1,200 PER INCH OVER 18"
SIZE
7"
8"
9"
10"
11"
12"
SIZE
1" = 30'-0"
1.PRIOR TO INITIATING CONSTRUCTION ACTIVITY, ALL CONTRACTORS WORKING
IN THE VICINITY OF TOWN-PROTECTED TREES SLATED FOR PRESERVATION SHALL
MEET THE CONSULTING ARBORIST ON-SITE TO REVIEW ALL WORK PROCEDURES,
ACCESS ROUTES, STORAGE AREAS, AND TREE PROTECTION MEASURES.
2.ESTABLISH CRITICAL ROOT ZONE AT BASE OF EXISTING TREES TO REMAIN.
2.1.CRITICAL ROOT ZONE CALCULATION IS DBH (DIAMETER BREAST HEIGHT)
INCHES X 1.5 = CRZ (CRITICAL ROOT ZONE) FEET; (DHB) 10" X 1.5 = (CRZ)15'
3.ESTABLISH STORAGE AND CONSTRUCTION STAGING AREAS SAFELY AWAY FROM
CRZ.
4.UTILIZE PROTECTIVE FENCING AT EDGE OF DRIPLINE OR AS SHOWN ON TREE
PRESERVATION PLAN ON ALL EXISTING TREES TO REMAIN.
4.1.PROTECTIVE FENCING SHALL BE CHAINLINK, 6' IN HEIGHT AND SHALL REMAIN
UNTIL ALL GRADING AND CONSTRUCTION IS COMPLETED.
4.2.A WARNING SIGN SHALL BE POSTED AT ALL PROTECTION FENCES
INDICATING THE IMPORTANCE OF FENCING.
4.3.KEEP VEHICLES, DEBRIS AND CONSTRUCTION TRAFFIC AWAY FROM THE CRZ
WHEN POSSIBLE AND PROTECT TREE TRUNK.
5.UNDERGROUND UTILITIES SHALL BE ROUTED AROUND CRZ WHEN POSSIBLE.
WHERE ENCROACHMENT CANNOT BE AVOIDED SPECIAL CONSTRUCTION
TECHNIQUES SUCH AS HAND DIGGING OR TUNNELING UNDER ROOTS SHALL BE
EMPLOYED WHERE NECESSARY TO MINIMIZE ROOT INJURY.
6.NO LIME SHOULD BE APPLIED TO SOILS WITHIN 50' OF EXISTING TREES TO
REMAIN.
7.CONTRACTOR SHALL CONTACT ISA CERTIFIED ARBORIST PRIOR TO CUTTING
ROOTS LARGER THAN 6-INCH DIAMETER OF THE TREES TO BE PRESERVED.
8.PROVIDE 3" TO 5" OF ORGANIC MULCH TO CRZ 1' CLEARANCE OF TRUNK.
9.THE CONTRACTOR IS REQUIRED TO WATER, FERTILIZE AND ATTEND TO OTHER
MAINTENANCE NEEDS OF EXISTING TREE AS NEEDED PER ARBORISTS
RECOMMENDATIONS TO MAINTAIN HEALTHY GROWTH THROUGHOUT
CONSTRUCTION PERIOD.
10.6-FEET DIAMETER MINIMUM BY 6-INCH TALL EARTH BERMS SHALL BE
CONSTRUCTED AT THE BASE OF EACH TREE TO FUNCTION AS TEMPORARY
WATERING BASINS DURING THE CONSTRUCTION PERIOD. TREES SHALL BE
WATERED ACCORDING TO WEATHER AND TREE REQUIREMENTS.
11.PROVIDE WATER AT RATE OF 2-INCHES PER 8 HOUR PERIOD IN THE ABSENCE OF
ADEQUATE RAINFALL.
12.PERFORM SOIL ANALYSIS AND APPLY FERTILIZER OR SOIL AMENDMENTS PER
RECOMMENDATIONS.
13.ALL PRUNING AND TREE HEALTH CARE SERVICES SHOULD BE PERFORMED BY AN
ISA CERTIFIED ARBORIST IN COMPLIANCE WITH ANSI STANDARDS.
14.AN ISA CERTIFIED ARBORIST SHOULD BE PRESENT WHEN ANY WORK IS
PERFORMED WITHIN THE DRIPLINE OR CRZ OF ANY EXISTING TREE TO REMAIN.
15.THE CONSULTING ARBORIST SHALL BE ON SITE TO SUPERVISE THE REMOVAL OF
TREES AND INSTALLATION OF SOLDIER PIERS FOR FENCING TO ENSURE THE
WORK IS PERFORMED IN A MANNER THAT PROTECTS TREES IMMEDIATELY
ADJACENT TO THE PROJECT SITE.
16.AT LEAST THREE WEEKS PRIOR TO COMMENCEMENT OF TREE REMOVAL, THE
APPLICANT SHALL POST THE SITE AND MAIL TO THE OWNERS OF PROPERTY
WITHIN 300 FEET OF THE EXTERIOR BOUNDARY OF THE PROJECT SITE, TO THE
HOMEOWNER ASSOCIATIONS OF NEARBY RESIDENTIAL PROJECTS AND TO THE
TOWN OF DANVILLE DEVELOPMENT SERVICES DEPARTMENT, A NOTICE THAT
TREE REMOVAL WORK WOULD COMMENCE. THE NOTICE SHALL INCLUDE A LIST
OF CONTACT PERSONS WITH NAME, TITLE, PHONE NUMBER AND AREA OF
RESPONSIBILITY. THE PERSON RESPONSIBLE FOR MAINTAINING THE LIST SHALL BE
INCLUDED. THE LIST SHALL BE KEPT CURRENT AT ALL TIMES AND SHALL CONSIST
OF PERSONS WITH AUTHORITY TO INITIATE CORRECTIVE ACTION IN THEIR AREA
OF RESPONSIBILITY. THE NAMES OF INDIVIDUALS RESPONSIBLE FOR DUST, NOISE
AND LITTER CONTROL SHALL BE EXPRESSLY IDENTIFIED IN THE NOTICE.
17.WHERE THERE IS 2’ OR MORE OF FILL PLACED WITHIN THE DRIPLINE OF AN
IDENTIFIED TOWN-PROTECTED TREE, AERATION IMPROVEMENTS SHALL BE
INSTALLED. THESE SHALL, AT A MINIMUM, INCLUDE PROVISION OF A 4” DRAIN
LINE PLACE AT NATURAL GRADE PRIOR TO FILL. THE NUMBER AND PLACEMENT
OF DRAIN LINES SHALL BE AS DIRECTED BY THE CONSULTING ARBORIST.
TREE CARE NOTES
Remove
LOT 10
PLAN #1
50
2
50
3
50
5
50
1
50
4
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
SHERBURNE HILLS ROAD
FI
E
L
D
S
T
O
N
E
D
R
I
V
E
PRIVATE ALLEY 2
A&CB F A&C
BA&C FA&C
L.O.W.
L.
O
.
W
.
55
54
53
LOT 7
PLAN #1
LOT 8
PLAN #2
LOT 9
PLAN #2
LOT 14
PLAN #2
LOT 13
PLAN #2
LOT 12
PLAN #2
LOT 11
PLAN #2
A A
A
A
A
A
A
A
ENTRY SIGN
EXISTING
SIDEWALK TO
REMAIN
EXISTING TREE TO
REMAIN, SEE TREE
PRESERVATION PLAN
SHEET L0.4
F3
F3
A
A
B
B
F1
F1
F1
F1
F1
E
F4
F4 F4
A
M
E
PA
PA
PA
PA
PA
PA PA
PA
PAPAPA
PA
PA
PA
PA
PA
PA
PA
PA
PA
H
H
H HH
H
H
H
EXPANSION
JOINT TYP.
SEE DETAIL.
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ EJ EJ EJ EJ
EJ
EJ EJ EJ EJ EJ EJ
EJ
EJ
EJ
EJ
EJ
F2
F2
3
L6.2
C
C C
CCCC
SIGHT TRIANGLE, S.C.D.
F6
F6
F1
F1
F6
F1
16'TYP.
8"8"3 ES
EJ
EJ
EJ
EJ
EJ
EJ
EJEJ
EJ
EJ
EJ
EJ
8"8"8"
9', 2 ES
TYP.
9', 2 ES
TYP.
3'-9"
5'
-
6
"
3'
-
8
"
1'-6"
6'
-
1
"
2'
-
3
"
3'-9"
4'
2'
-
4
"
2'
-
3
"
3'-9"
3'-9"
2'
-
6
"
3'-9"2'-6"
2'-6"
3'-9"2'-6"
2'-6"
5'
-
6
"
TY
P
.
6'
-
8
"
TY
P
.
8"
6'
-
8
"
TY
P
.
8"
8"8"8"9'9'
STREETLIGHT, S.E.D.
EJ
EJ
A
B
A
B
A
C
C
C
C
C
B
B
A
A
A
A
A
D
E
EQEQ
3'
6'
-
8
"
TY
P
.
2'-6"
2
E
.
S
.
TY
P
.
1'
-
9
"
1'
-
1
1
"
1
'
-
9
"
C
F4.1
F7
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
32'16'8'
L1.1
LAYOUT PLAN
MA
T
C
H
L
I
N
E
-
S
E
E
L
1
.
3
MATCHLINE - SEE L1.2
SEE SHEET L0.2 FOR FULL SCHEDULE
1" = 16'-0"
KEY DESCRIPTION DETAIL/
SHEET
PEDESTRIAN CONCRETE PAVING 1/L6.2
AC PAVING S.C.D.
CONCRETE DRIVEWAY S.C.D.
STORMWATER BASIN PEBBLES 7/L6.2
STAMPED ASPHALT 5/L6.2
6' WOOD PRIVACY FENCE W/ LATTICE 5/L6.1
PRECAST CONCRETE RAIL FENCE 4/L6.1
6' HIGH GOOD NEIGHBOR FENCE 3/L6.1
NEIGHBORHOOD WALL - FREESTANDING 7/L6.1
NEIGHBORHOOD WALL - RETAINING 8/L6.1
RETAILING LOW WALL 9/L6.1
6' HIGH WOOD GATE 2/L6.1
LOW CMU WALL S.C.D.
LANDSCAPE BOULDER 1/L6.1
MAILBOX 6/L6.2
HEADER 6/L6.0
PLANTING AREA 1-4/L6.0
STORMWATER BASIN S.C.D.
ANDSCAPE SCHEDULE
A
B
PA
F1
F2
F3
F4
M
B
C A E
H
C
D
F5
G
F6
F4.1
F7
50
5
PRIVATE ALLEY 3
B
F
B
F
A&C
B
L.O.W.L.O.W.
F
I
E
L
D
S
T
O
N
E
D
R
I
V
E
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
12
13
14
15
16
55
62 63 64 68676665
11
61
56
70
71
69
LOT 6
PLAN #1
LOT 16
PLAN #2
LOT 17
PLAN #1
LOT 18
PLAN #2
LOT 15
PLAN #1
57 58 69
70
72
78
79
80
77
A
A
A
A
A
EXPANSION JOINT TYP.
F3
B
B
F1
F1
F1
F1
F1
F2
F2
F4.1
F3
PAPAPA
PAPAPA
PA
PA
PA
PA
H
H
H
H
H
H
EJ
EJ
EJ
EJ
EJ
C
C
C FUTURE
DEVELOPMENT
4
L6.2G
A
EXISTING TREE TO REMAIN
SEE TREE PRESERVATION PLAN SHEET L0.4
SIGHT TRIANGLE, S.C.D.
F6
F6
F1F6
F2
EJ
EJ
EJ
8"
14
'
-
8
"
3
E
S
8"
16
'
16'TYP.
8"8"3 ES
14"
EJ
EJ
3'
-
9
"
3'
2'
-
6
"
3'
3'
-
9
"
2'
-
6
"
3'-9"2'-6"
5'
-
6
"
TY
P
.
4'
-
5
"
16'TYP.
5'
-
6
"
TY
P
.
6'
-
8
"
TY
P
.
8"
3'-9"
2'
-
9
"
2'-6"
STREETLIGHT,
S.E.D.
6
"
6"
STORMWATER
BASIN PARCEL C,
S.C.D.
EJ
EJ
EJ
C
EJ
A
PA
D
E
B
CC
C
C
3'
TY
P
.
EQEQ
EQEQ
3'
-
2
"
TY
P
.
2 E.S.
2
E
.
S
.
2'
1'
-
1
0
"
2
E
.
S
.
T
Y
P
.
2 E.S. TYP.
1'
-
9
"
4
'
-
6
"
2
E
.
S
.
T
Y
P
.
2 E.S. TYP.
1'
-
1
1
"
6
'
2 E.S. TYP.8"
8"3 E.S.8"
2'
-
6
"
3'
8"2 E.S.8"2 E.S.8"
C C C
CC C C C C
C
C C
B
B
B B
E E
5'-4"5'-4"5'-4"
1
L6.32
L6.3
3
L6.3
4
L6.3
5
L6.3
6
L6.3
12', 2ES
F7
5'-4"
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
32'16'8'
L1.2
LAYOUT PLAN
MATCHLINE - SEE SHEET L1.1
MATCHLINE - SEE SHEET L1.3
KEY DESCRIPTION DETAIL/
SHEET
PEDESTRIAN CONCRETE PAVING 1/L6.2
AC PAVING S.C.D.
CONCRETE DRIVEWAY S.C.D.
STORMWATER BASIN PEBBLES 7/L6.2
STAMPED ASPHALT 5/L6.2
6' WOOD PRIVACY FENCE W/ LATTICE 5/L6.1
PRECAST CONCRETE RAIL FENCE 4/L6.1
6' HIGH GOOD NEIGHBOR FENCE 3/L6.1
NEIGHBORHOOD WALL - FREESTANDING 7/L6.1
NEIGHBORHOOD WALL - RETAINING 8/L6.1
RETAILING LOW WALL 9/L6.1
6' HIGH WOOD GATE 2/L6.1
LOW CMU WALL S.C.D.
LANDSCAPE BOULDER 1/L6.1
MAILBOX 6/L6.2
HEADER 6/L6.0
PLANTING AREA 1-4/L6.0
STORMWATER BASIN S.C.D.
ANDSCAPE SCHEDULE
A
B
PA
F1
F2
F3
F4
M
B
C A E
H
C
D
F5
G
F6
F4.1
F7
SEE SHEET L0.2 FOR FULL SCHEDULE
1" = 16'-0"
FI
E
L
D
S
T
O
N
E
D
R
I
V
E
PRIVATE ALLEY 1
F A&C
FB
B
L.O.W.
L.O.W.
L
.
O
.
W
.
21
22
23
24
25
27
28
26
29
LOT 1
PLAN #1
LOT 2
PLAN #2
LOT 3
PLAN #2
LOT 4
PLAN #2
LOT 5
PLAN #1
83
82
81
A
A
A A
A
STORMWATER
BASIN PARCEL B,
S.C.D.
F3
F3
F3
B B
F1
F1
F1
E
E
PA
PA
PA
PA
PA
PA
PAPA
PA
H
H
H
D
H
H
H H
5'H FENCE ON LOW
RETAILING WALL
9
L6.1
H
C STORMWATER
BASIN PARCEL
B LIMIT, S.C.D.
PA
C
C
CC SIGHT TRIANGLE,
S.C.D.
F1
F6
F1
F6
20' TYP
8"8"8"
9', 2 ES
TYP.
9', 2 ES
TYP.
8"
8"
6'
-
8
"
TY
P
.
6'
-
8
"
EJEJ
EJ
EJ
EJ EJ
EJEJ
8"
14
'
-
8
"
3
E
S
8"
16
'
EJ
3'
3'-4"
3'
-
4
"
2'-6"
3'
-
9
"
3'
2'
-
6
"
2'
-
6
"
8"
6'
-
8
"
TY
P
.
8"
STREETLIGHT,
S.E.D.
F5
17
'
-
6
"
15'2'-1"18'-8"15'-1"7'-5"
10'-10"12'-11"9'-6"10'-5"
16'-10"6'-2"
23'-8"12'-1"
20'12'-2"
23'7'-10"
25'-3"6'-3"
23'-10"8'-9"
26'-6"8'-9"
29'-9"7'-2"
29'-11"6'-5"
27'-8"8'-1"
16'-9"24'-8"
9'-11"35'-4"
9'11'-5"15'-5"10'-6"
38'-8"5'-11"
5'
TY
P
.
5'
5'
5'
4'-7"8'-9"
5'-2"8'-2"
7'-7"3'-5"
8'-4"4'
7'6'-3"
4'-11"6'-5"
4'-1"
STORMWATER
BASIN PARCEL
A LIMIT, S.C.D.
6'-5"
4'-11"8'-3"
6'-5"10'-5"
9'-2"5'-7"
7'-2"5'-9"
8'-10"5'-4"
10'-2"4'-2"
10'-2"3'-2"
10'-6"3'-11"
8'-9"7'-8"
8'-10"8'
D
3'
3'-4"2'-8"
3'
B
B
B
B
B
B
A
C
A
C
A
C
A
C
A
A
A
A
A
A
C
C
C
C
B
B
B
C
C
C
C
C
A
A
A
A
A
B
C
A
C
C
C
C
B
B
A
B
A
A
19'-8"
24'-5"15'-8"
7
L6.2
DRY ARROYO
7
L6.2
DRY ARROYO
2'
-
6
"
6'
-
8
"
TY
P
.
6'
-
8
"
TY
P
.
2 E.S.
2
E
.
S
.
2
E
.
S
.
T
Y
P
.
2 E.S. TYP.
1'
-
9
"
1'
-
1
0
"
1'
-
1
0
"
1'
-
9
"
2 E.S. TYP.
2 E.S. TYP.8"
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
32'16'8'
L1.3
LAYOUT PLAN
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
1
.
1
MATCHLINE - SEE SHEET L1.2
SEE SHEET L0.2 FOR FULL SCHEDULE
1" = 16'-0"
KEY DESCRIPTION DETAIL/
SHEET
PEDESTRIAN CONCRETE PAVING 1/L6.2
AC PAVING S.C.D.
CONCRETE DRIVEWAY S.C.D.
STORMWATER BASIN PEBBLES 7/L6.2
STAMPED ASPHALT 5/L6.2
6' WOOD PRIVACY FENCE W/ LATTICE 5/L6.1
PRECAST CONCRETE RAIL FENCE 4/L6.1
6' HIGH GOOD NEIGHBOR FENCE 3/L6.1
NEIGHBORHOOD WALL - FREESTANDING 7/L6.1
NEIGHBORHOOD WALL - RETAINING 8/L6.1
RETAILING LOW WALL 9/L6.1
6' HIGH WOOD GATE 2/L6.1
LOW CMU WALL S.C.D.
LANDSCAPE BOULDER 1/L6.1
MAILBOX 6/L6.2
HEADER 6/L6.0
PLANTING AREA 1-4/L6.0
STORMWATER BASIN S.C.D.
ANDSCAPE SCHEDULE
A
B
PA
F1
F2
F3
F4
M
B
C A E
H
C
D
F5
G
F6
F4.1
F7
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
L2.0
IRRIGATION NOTES
NTS
IRRIGATION LEGEND
A-1
/151/
IRRIGATION NOTES
LOT 10
PLAN #1
50
2
50
3
50
5
50
1
50
4
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
SHERBURNE HILLS ROAD
FI
E
L
D
S
T
O
N
E
D
R
I
V
E
PRIVATE ALLEY 2
A&CB F A&C
BA&C FA&C
L.O.W.
L.
O
.
W
.
LOT 7
PLAN #1
LOT 8
PLAN #2
LOT 9
PLAN #2
LOT 14
PLAN #2
LOT 13
PLAN #2
LOT 12
PLAN #2
LOT 11
PLAN #2
A A
A
A
A
A
A
A
11
1213
10987
PARCEL E
PARCEL D
14
CAMINO TASSAJARA
M
A
2-6"SL.
2-6"SL.
131"
A-21
121"
A-22
141"
A-17
61"
A-16 101"
A-18
61"
A-10
21"
A-11
51"
A-20
141"
A-15
4"SL.
12/1 "
12/1 "
12/1 "
2"2"
2"
2"
2"2"2"
C
1
6"sl
C
6"sl
CC
6"sl6"sl
2
1
2
2
1
2
4
3
4
3 4
3 4
3
SEE UNIT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN
SEE UNIT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN SEE UNIT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN
SEE UNIT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN
5 5 5 5 5
2-6"SL.
101"
A-19
4"SL.
1
SEE LOT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN
SEE LOT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN SEE LOT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN
SEE LOT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
60'30'15'
L2.1
IRRIGATION PLAN
MA
T
C
H
L
I
N
E
-
S
E
E
L
2
.
3
MATCHLINE - SEE L2.2
1
2
3
4
5
PRIVATE ALLEY 3
B
F
A&C
B
L.O.W.
F
I
E
L
D
S
T
O
N
E
D
R
I
V
E
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
LOT 16
PLAN #2
LOT 17
PLAN #1
LOT 18
PLAN #2
LOT 15
PLAN #1
A
A
A
A
16
17
18
15
PARCEL C
6"SL.
22
A-2
121"
A-1
11"
A-24
71"
A-25
71"
A-7
41"
A-6
71"
A-23
4"SL.
61"
A-3
101"
A-4
12/1 "
12/1 "
12/1 "
12/1 "
12/1 "2"
2-6"SL.
2-6"SL.
2-6"SL.
12/1 "
12/1 "
12/1 "
SEE LOT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN
SEE LOT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN SEE LOT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN
SEE LOT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN
F
L.O.W.
F
I
E
L
D
S
T
O
N
E
D
R
I
V
E
LOT 6
PLAN #1
A
6
PARCEL F
71"
A-5
12/1 "
4"SL.
SEE LOT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
60'30'15'
L2.2
IRRIGATION PLAN
IRRIGATION WATER USE CALCULATIONS
MATCHLINE - SEE SHEET L2.1
MA
T
C
H
L
I
N
E
-
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
-
S
E
E
T
O
P
MATCHLINE - SEE SHEET L2.3
FI
E
L
D
S
T
O
N
E
D
R
I
V
E
PRIVATE ALLEY 1
F A&C
FB
B
L.O.W.
L.O.W.
L
.
O
.
W
.
LOT 1
PLAN #1
LOT 2
PLAN #2
LOT 3
PLAN #2
LOT 4
PLAN #2
LOT 5
PLAN #1
A
A
A A
A
4 PARCEL B
PARCEL A
2
3
1
5
FIELDSTONE DRIVE
2-6"SL.
51"
A-13
121"
A-12
161"
A-14
21"
A-9
161"
A-8
12/1 "
1/1
2"
2"
2-6"SL.
SEE LOT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN
SEE LOT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN
SEE LOT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN
SEE LOT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN SEE LOT #7-10 FOR TYPICAL
UNIT IRRIGATION DESIGN
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
60'30'15'
L2.3
IRRIGATION PLAN
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
L
2
.
1
MATCHLINE - SEE SHEET L2.2
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
L2.4
IRIGATION DETAILS
NTS
PEA GRAVEL 4" DEEP
(NO SOIL IN BOX)
FINISH GRADE
8" PVC PIPE
PVC MALE ADAPTER
3"
GATE VALVE
BRICK-2 TOTAL
PVC MAIN LINE
18"
PVC MAIN LINE
SOIL IN VALVE BOX)
BELOW VALVE (NO
PEA GRAVEL-4" DEEP
PVC MAIN LINE TO
POINT OF CONNECTION
U.P.C/ APPROVED SCHEDULE
40 PVC TEE
18"
12"
FINISH GRADE
LATERAL LINE
PVC MALE ADAPTER
SCHEDULE 80 PVC FITTINGS
BRICK (4-TOTAL)
(AS REQUIRED)
1" ABOVE FINISH GRADE IN
SHRUB OR GROUNDCOVER
AREA
14"x19" RECTANGULAR PLASTIC VALVE BOX WITH
BOLT DOWN LID. 1 REMOTE CONTROL VALVE PER
BOX. VALVE LID SHALL BE PERMANENTLY INSCRIBED
"CONTROL VALVE" AND WITH THE CONTROLLER
STATION NUMBER
1" - 2"
CHRISTY'S STANDARD YELLOW
IDENTIFICATION TAG MODEL
NUMBER ID-STD-Y
RAINMASTER TWO WIRE CABLE - PROVIDE
TW-SPLICE-14 WIRE CONNECTORS AT ALL SPLICES
AND 36" OF EXCESS WIRE
POINT OF CONNECTION
U.P.C/ APPROVED SCHEDULEPVC MAIN LINE PEA GRAVEL-4" DEEP
BELOW VALVE (NO
SOIL IN VALVE BOX)
40 PVC TEE
1" ABOVE FINISH GRADE IN
SHRUB OR
GROUNDCOVER AREA
14"x19" RECTANGULAR PLASTIC VALVE BOX PLASTIC
WITH BOLT DOWN LID. . VALVE LID SHALL BE
PERMANENTLY INSCRIBED "MASTER CONTROL
VALVE"
PVC MAIN LINE TO
SCHEDULE 80 PVC FITTINGS
(AS REQUIRED)
BRICK (4-TOTAL)
FINISH GRADE
18"
12"
LATERAL LINE
PVC MALE ADAPTER
1" - 2"
CHRISTY'S STANDARD YELLOW
IDENTIFICATION TAG MODEL
NUMBER ID-STD-Y
FLOW
5 X PIPE DIA.
FLOW
10 X PIPE DIA.
FLOW
FLOW DOWNSTREAM
EXTENSION
SENSOR
TWO #14 DIRECT BURIAL COPPER WIRES
BLACK & WHITE IN COLOER.
TAPERED BELL END REDUCING
COUPLING AT DISTANCE EQUAL
TO 5X PIPE DIAMETER FROM
FLOW SENSOR
TAPERED BELL END REDUCING COUPLING AT
DISTANCE EQUAL TO 10X PIPE DIAMETER FROM
FLOW SENSOR
1" IN SHRUB OR
GROUNDCOVER AREAS
PEA GRAVEL- 4" DEEP BELOW
VALVE (NO SOIL IN VALVE
BOX)
18"
MAIN LINE FROM
MASTER CONTROL
VALVE - UPSTREAM
14"x19" RECTANGULAR PLASTIC VALVE BOX PLASTIC
WITH BOLT DOWN LID. VALVE LID SHALL BE
PERMANENTLY INSCRIBED "FS"
24 VOLT WIRE-PROVIDE SPEARS
DS-400 WIRE CONNECTORS
STRIP WIRES APPROXIMATELY 5/8" FROM END AND
TWIST ON WIRE CONNECTOR
INSERT WIRES AND WIRE CONNECTOR INTO
GEL FILLED BODY
CLOSE END OF BODY AND SNAP SHUT
1" ABOVE FINISH GRADE IN
SHRUB OR GROUNDCOVER
AREA
1" ABOVE FINISH GRADE IN
SHRUB OR GROUNDCOVER
AREA
RAINMASTER TWO WIRE CABLE - PROVIDE
TW-SPLICE-14 WIRE CONNECTORS AT ALL SPLICES
AND 36" OF EXCESS WIRE
12"
FINISH GRADE
PVC MAINLINE TO IRRIGATION
BRASS FITTINGS
(AS REQUIRED)
BRASS. UNION
OR AS CLOSE AS FIELD CONDITIONS WILL ALLOW.
LOCATE BACKFLOW PREVENTOR WITHIN 24" OF WATER METER
18"
ENCLOSURE
STRONG BOX SBBC-30
ENCLOSURE.
POURED CONCRETE BASE. - 6"
BEYOND OUTSIDE DIMENSIONS OF
MINIMUM THICKNESS - EXTEND 4"
BACKFLOW FREEZE PROTECTION COVER
BY POLAR PARKA (OR EQUAL)
IRRIGATION BACKFLOW PREVENTOR MODEL#
FEBCO MODEL 825Y-BV-1".
PVC IRRIGATION MAIN LINE
TO IRRIGATION POINT OF
CONNECTION OR WATER
METER
FRONT VIEW
6"
SIDE VIEW
1"
18" MIN
6"
12"
6"
8"
1. RAINMASTER EAGLER SERIES CONTROLLER PANEL MOUNTED FLUSH ON FACE OF ENCLOSURE AT 25 DEGREE ANGLE FOR EASY
ACCESS AND VIEWING.
2. PISTON CONNECTED TO FLIP TOP.
3. STRONG BOX STAINLESS STEEL CONTROLLER ENCLOSURE MODEL SB-16SS.
4. TWO WIRE CABLE FOR CONTROLLER RAINMASTER TW-CAB-14 14-2UF DOUBLE JACKET CABLE
5. GFI OUTLET AND SWITCH.
6. SCHEDULE 40 GREY PVC ELECTRICAL CONDUITS WITH SWEEP ELL FOR LOW VOLTAGE WIRES.
7. #8 AWG GROUNDING WIRE
8. 120 VOLT ELECTRICAL SERVICE PER LOCAL CODES.
9. CABINET MOUNTED ANTENNA
10. 5/8" X 8' LONG COPPER CLAD GROUNDING ROD (INSIDE ENCLOSURE)
11. 4" THICK CONCRETE SLAB OVER 4" COMPACTED AGGREGATE BASE. EXTEND 6" BEYOND ALL SIDES OF ENCLOSURE.
12. STEEL TEMPLATE WITH MOUNTING BOLTS ATTACHED (INCLUDED WITH WITH ENCLOSURE) SET IN CONCRETE BASE.
13. FINISH GRADE.
14. RECYCLED WATER DECAL PER DSRSD STANDARDS.
15. WATERPROOF CONNECTORS FOR ALL TWO WIRE SYSTEM SPLICES: RAINMASTER TWSPLICE
16.INSTALL RAINMASTER DECODERS FOR ALL CONTROL VALVES CONNECTED TO TWO WIRE CONTROLLER TO ACCOMMODATE 1, 2, 4
OR 6 SOLENOIDS EACH.
17. INSTALL RAINMASTER LINE SURGE ARRESTORS PER MANUFACTURERS DIRECTION FOR TWO WIRE SYSTEMS
18. RAINMASTER IRRIGATION CONTROLLER IS E.T. BASED SELF ADJUSTING. CONTRACTOR SHALL INPUT ALL REQUIRED DATA INTO
CONTROLLERS TO ALLOW SELF SCHEDULING INCLUSIVE OF PLANT SPECIES, PLANT WATER REQUIREMENTS, EXPOSURE, SOIL TYPE,
SLOPE, IRRIGATION TYPE AND IRRIGATION EFFICIENCY.
19. DECODER GROUNDING SHALL BE PROVIDED EVERY 500' OR EVERY 8 DECODERS WHICHEVER IS SMALLER, ANY SPUR OVER 50 FEET
AND AT ENDS OF COMMUNICATION WIRE PATHS. GROUND WITH A 8' GROUNDING ROD. INCLUDE A SURGE ARRESTOR AT EACH
GROUNDING LOCATION. A SPLIT BOLT CONNECTION TO BE USED TO CONNECT THE SURGE DEVICE TO THE GROUND WIRE WITH
DBRY-6 WATERPROOF CONNECTOR.
PRE-FABRICATED
FINISH GRADE
ROOTBALL
TREE
BUBBLER
SWING JOINT
ASSEMBLY
LOCATE BUBBLER TUBES
ADJACENT TO ROOTBALL.
12"
PVC LATERAL LINE
ROOT WATERING SYSTEM WITH GRATE, SWING
JOINT ASSEMBLY AND BUBBLER INSTALLED 1"
ABOVE GRADE (FLUSH TO GRADE IN TURF
AREAS).
NOTES:
1. BUBBLER TREE TO BE PLACED UPHILL SIDE OF
ROOTBALL. INSTALL TWO (2) BUBBLERS PER EACH
TREE.
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
L2.5
IRRIGATION DETAILS
NTS
80 PVC NIPPLE
3/4" x 3" SCHEDULE
PVC 90° ELL (3)
3/4" SCHEDULE 80
PEA GRAVEL 4" DEEP
BRICK-2 TOTAL
(NO SOIL IN BOX)
36" LONG
#4 REBAR STAKE
PVC NIPPLE
PVC MAIN LINE
3/4" x 6" SCHEDULE 80
3/4" x 6" SCHEDULE 80
STAINLESS STEEL PIPE CLAMPS (2)
PVC NIPPLE
CARSON 910 ROUND BOLT
DOWN PLASTIC VALVE
BOX MARKED "QC"
FINISH GRADE
QUICK COUPLING VALVE
WALK, CURB
OR HEADER
1"12"
TRENCH WIDTH 12" MIN.12" MIN.
3"
12
"
3" MIN.(TYP.)
3"3"3"
MIN.MIN.
LOW VOLTAGE CONDUIT
IRRIGATION SLEEVE
FINISHED SURFACE
2'
-
0
"
M
I
N
.
C
O
V
E
R
MIN.
WARNING
TAPE
CLASS II A.B. 95%
RELATIVE
COMPACTION
PIPE ZONE AND
BEDDING BACKFILL,
SEE SPECS.
UNDISTURBED
NATIVE SOIL
TOP OF EXISTING
A.C. PAVING
DIRECT BURIAL LOW VOLTAGE CONTROL
WIRE CABLE TAPED AND BUNDLED EVERY
10' COMMON TRENCHED WITH MAINLINE
TRENCH WIDTH
18"
FINISHED GRADE
MIN.3"
2"
MIN.MIN.
2"
MIN.3"
12"
LATERAL PIPE, SIZE PER
IRRIGATION PLAN
MAIN LINE, SIZE PER
IRRIGATION PLAN
UNDISTURBED
NATIVE SOIL
PIPE ZONE AND BEDDING
BACKFILL, SEE SPECS.
NATIVE TRENCH BACKFILL
FINISHED SURFACE OF
MULCH
CHRISTY'S BLUE WARNING TAPE
#TA-DT-2-B-W-1 OVER MAINLINE
PIPE
10"
BRICK (4-TOTAL)
FINISH GRADE
PVC LATERAL LINE TO REMOTE
CONTROL VALVE
PVC MAIN LINE TO
IRRIGATION SYSTEM
14"X19" RECTANGULAR PLASTIC VALVE BOX
WITH BOLT DOWN LID.
1" IN SHRUB OR
GROUNDCOVER
AREA
AMIAD FILTER WITH 150 MESH SCREEN
(OR EQUAL)
SENNINGER 1" PMR-MF-30 IN-LINE
PRESSURE REGULATOR
12"12"
FINISH GRADE.
PVC TEE OR ELBOW.
PVC LATERAL LINE.
BUBBLER (SEE LEGEND)
2"-4"
12"
NOTE: INSTALL ONE BUBBLER WITHIN PLANTING BASIN ON
EDGE OF ROOTBALL AT A MAXIMUM OF 6" FROM TRUNK OF
SHRUB.
1/2" I.P.S. FLEXIBLE PVC BY SALCO OR EQUAL LENGTH AS
REQUIRED (NOT TO EXCEED 8')
SHRUB - SEE PLANS
1" IN SHRUB OR
GROUNDCOVER
AREA
1/2" PVC MALE ADAPTER. INSTALL 1
2" SPRING-LOADED CHECK VALVE
BETWEEN BUBBLER AND FLEX RISER IN LIEU OF MALE ADAPTER AS
NECESSARY TO CONTROL LOW OUTLET DRAINAGE IF INSTALLED ON
SLOPES. CHECK VALVES SHALL BE KBI CV-0500-MF OR HUNTER
HCV-50F-50M
12"
12"
QUICK COUPLING VALVE IN BOX
EDGE OF LAWN, WALK, FENCE, CURB, ECT.
12"12"
12"
14" X 19" RECTANGULAR
VALVE BOX
12"
13" X 24" RECTANGULAR
VALVE BOX
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
L2.6
IRRIGATION DETAILS
NTS
MF
2" TO 4" FROM EDGE
MANUAL FLUSH VALVE
PLUMBED TO PVC OR POLY
PERIMETER LATERALS
PVC OR POLY EXHAUST HEADER
AREA PERIMETER
CONNECTION
Techline START
MALE ADAPTER
PVC OR POLY SUPPLY HEADER
REMOTE CONTROL
FILTER AND PRV
VALVE WITH DISC
Detail C101
TIONS. DENCE OF THE ACCEPTANCE OF THESE RESTRIC- TAILS SHALL CONSTITUTE PRIMA FACIA EVI- TION INC. VISUAL CONTACT WITH THESE DE- OWNERSHIP IS RETAINED BY NETAFIM IRRIGA- WHOLE OR PART IS FULLY AUTHORIZED. PUBLICATION AND REUSE BY ANY METHOD IN NOT LIMITED TO ANY PURPOSE. REPRODUCTION, BE RESTRICTED AND PUBLICATION THEREOF IS SIBILITY. THE USE OF THESE DETAILS SHALL NOT NECESSARY AND ARE THE SPECIFIERS' RESPON- MODIFICATIONS FOR SPECIFIC PURPOSES MAY BE FOR SUITABILITY IS NOT GIVEN OR IMPLIED. TO ANY SITE OR JOB CONDITION. WARRANTY APPLICABILITY TO PURPOSE OR COMPATIBILITY INC. IS NOT RESPONSIBLE FOR CORRECTNESS OR TIONS AND CONDITIONS, NETAFIM IRRIGATION ALLOWING FOR A WIDE VARIETY OF APPLICA- LIMITATIONS:
DETAIL - NO SCALE
®
MF
MF
PVC OR POLY SUPPLY HEADER
Detail C102
PVC OR POLY EXHAUST HEADER
AREA PERIMETER
REMOTE CONTROL
FILTER AND PRV
VALVE WITH DISC
2" TO 4" FROM EDGE
PERIMETER LATERALS
SEE DETAIL 4 OF 4
CONNECTION
Techline START
MALE ADAPTER
CONNECTION
Techline START
PLUMBED TO PVC OR POLY
MANUAL FLUSH VALVE
TIONS. DENCE OF THE ACCEPTANCE OF THESE RESTRIC- TAILS SHALL CONSTITUTE PRIMA FACIA EVI- TION INC. VISUAL CONTACT WITH THESE DE- OWNERSHIP IS RETAINED BY NETAFIM IRRIGA- WHOLE OR PART IS FULLY AUTHORIZED. PUBLICATION AND REUSE BY ANY METHOD IN NOT LIMITED TO ANY PURPOSE. REPRODUCTION, BE RESTRICTED AND PUBLICATION THEREOF IS SIBILITY. THE USE OF THESE DETAILS SHALL NOT NECESSARY AND ARE THE SPECIFIERS' RESPON- MODIFICATIONS FOR SPECIFIC PURPOSES MAY BE FOR SUITABILITY IS NOT GIVEN OR IMPLIED. TO ANY SITE OR JOB CONDITION. WARRANTY APPLICABILITY TO PURPOSE OR COMPATIBILITY INC. IS NOT RESPONSIBLE FOR CORRECTNESS OR TIONS AND CONDITIONS, NETAFIM IRRIGATION ALLOWING FOR A WIDE VARIETY OF APPLICA- LIMITATIONS:
DETAIL - NO SCALE
®
MF
MF
MF
REMOTE CONTROL VALVE
PRV
WITH DISC FILTER AND
CONNECTION
MALE ADAPTER
Techline START
SUPPLY HEADER
ISLAND PERIMETER
Techline TEE
Techline ELL
Detail C103
TIONS. DENCE OF THE ACCEPTANCE OF THESE RESTRIC- TAILS SHALL CONSTITUTE PRIMA FACIA EVI- TION INC. VISUAL CONTACT WITH THESE DE- OWNERSHIP IS RETAINED BY NETAFIM IRRIGA- WHOLE OR PART IS FULLY AUTHORIZED. PUBLICATION AND REUSE BY ANY METHOD IN NOT LIMITED TO ANY PURPOSE. REPRODUCTION, BE RESTRICTED AND PUBLICATION THEREOF IS SIBILITY. THE USE OF THESE DETAILS SHALL NOT NECESSARY AND ARE THE SPECIFIERS' RESPON- MODIFICATIONS FOR SPECIFIC PURPOSES MAY BE FOR SUITABILITY IS NOT GIVEN OR IMPLIED. TO ANY SITE OR JOB CONDITION. WARRANTY APPLICABILITY TO PURPOSE OR COMPATIBILITY INC. IS NOT RESPONSIBLE FOR CORRECTNESS OR TIONS AND CONDITIONS, NETAFIM IRRIGATION ALLOWING FOR A WIDE VARIETY OF APPLICA- LIMITATIONS:
DETAIL - NO SCALE
®
®
23 Techline® START CONNECTION
(PVC TO TEE)
®
®
22 Techline® START CONNECTION (PVC TO TEE)
®
®
®
®
19 20 21
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
L2.7
IRRIGATION DETAILS
NTS
1" SCHEDULE 80 PVC
NIPPLE. LENGTH AS
12"
FINISH GRADE
TO P.O.C.
REQUIRED (2)
Y-FILTER
SENNINGER PRESSURE
REGULATOR
SLIP X THREAD ELBOW (2)
1" SCHEDULE 40 PVC
TO SYSTEM
VALVE
AUTOMATIC ANTI-SIPHON
3/4" SCHEDULE 40 PVC
(2)
SLIP X THREAD ELBOW
AUTOMATIC ANTI-SIPHON
VALVE
3/4" SCHEDULE 80 PVC
TO P.O.C.
FINISH GRADE
12"
REQUIRED (2)
NIPPLE. LENGTH AS
TO SYSTEM
SCH. 40 PVC
MALE ADAPTER
12" ABOVE HIGHEST EMISSION
DEVICE
12" ABOVE HIGHEST EMISSION
DEVICE
LOW VOLTAGE WIRE TO CONTROLLER
1" PVC CONDUIT RAN THRU WALL
N
I
B
C
O
18"
NIBCO
FROM WATER METER
DOMESTIC WATER LINE
12"
GATE STUBBED OUT VALVE
POINT OF CONNECTION TO
CONTROL VALVES
LATERAL PIPE TO SYSTEM
CLARITY-SHOULD BE ROTATED 90° FROM WHAT IS SHOWN.
IRRIGATION CONTROLLER
NOTE: GATE VALVE FOR P.O.C. SHOWN ROTATED FOR
WATER LINE TO HOUSE
HOSE BIB
FINISH GRADE
LATERAL PIPE
LATERAL TEE
12"
12" POP-UP SPRAY HEAD
INSTALL 1" ABOVE FINISH
GRADE
NOTE: CONTRACTOR MAY NOT
INSTALL PIPE TO SIDE INLET IF
CHECK-VALVE OPTION HAS BEEN
SPECIFIED
MANUFACTURED
SWING JOINT
CURB, WALK OR
HEADER- BOARD
FINISH GRADE
LATERAL PIPE
LATERAL TEE
12"
12" POP-UP SPRAY HEAD
INSTALL 1" ABOVE FINISH
GRADE
NOTE: CONTRACTOR MAY NOT
INSTALL PIPE TO SIDE INLET IF
CHECK-VALVE OPTION HAS BEEN
SPECIFIED
MANUFACTURED
SWING JOINT
6"
CURB, WALK OR
HEADER- BOARD
A A
A
A
A
A
A
A
LOT 10
PLAN #1
50
2
50
3
50
5
50
1
50
4
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
SHERBURNE HILLS ROAD
FI
E
L
D
S
T
O
N
E
D
R
I
V
E
PRIVATE ALLEY 2
A&CB F A&C
BA&C FA&C
L.O.W.
L.
O
.
W
.
55
54
53
LOT 7
PLAN #1
LOT 8
PLAN #2
LOT 9
PLAN #2
LOT 14
PLAN #2
LOT 13
PLAN #2
LOT 12
PLAN #2
LOT 11
PLAN #2
2
LAG
2
SCH
QUA
2
1
ACE
2
LAG
2
MAG
1
QUL
2
CER
3
LAG
2
MAG
1
ACE
2
LAG QUL
1
CER
2
LAG
3
1
SCH
2
QUL
SCH
2
2
LAG
QUL
2
4
QUA
M
M
M
M
MM
M
M
M
MMM
M
M
MITIGATED OAK TREE,
TYP. SEE SHEET L0.3 TREE
MITIGATION NOTES #3
M
3
CER
QUL
5
2
SCH
TREES BOTANICAL NAME COMMON NAME
ACE ACER BUERGERIANUM TRIDENT MAPLE
ACP ACER PALMATUM JAPANESE MAPLE
CER CERCIS OCCIDENTALIS WESTERN REDBUD
LAG LAGERSTROEMIA X `TUSCARORA`CRAPE MYRTLE CORAL PINK
MAG MAGNOLIA GRANDIFLORA `LITTLE GEM`DWARF SOUTHERN MAGNOLIA
QUA QUERCUS AGRIFOLIA COAST LIVE OAK
QUL QUERCUS LOBATA VALLEY OAK
SCH SCHINUS MOLLE CALIFORNIA PEPPER
TREE SCHEDULE
*
* ALL ACER PALMATUM IN THIS LIST ARE EXISTING TREES THAT WERE LEFT ONSITE BY THE NURSERY.
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
32'16'8'
L3.1
TREE PLANTING PLAN
SEE SHEET L0.3 FOR FULL TREE SCHEDULE
MA
T
C
H
L
I
N
E
-
S
E
E
L
3
.
3
MATCHLINE - SEE L3.2
1" = 16'-0"
A
A
A
A
PRIVATE ALLEY 3
B
F
A&C
B
L.O.W.
F
I
E
L
D
S
T
O
N
E
D
R
I
V
E
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
55
6867666561
56
70
71
69
LOT 16
PLAN #2
LOT 17
PLAN #1
LOT 18
PLAN #2
LOT 15
PLAN #1
69 72
78
79
80
77
MAG
2
ACE
1
QUL
1
CER
2
ACE
1
MAG
2
ACE
3
1
ACE
3
QUA
1
QUL
THIS TREE SHALL BE TRIMMED TO
MEET SIGHT CLEARANCE AT
INTERSECTION REQUIREMENTS
PER THE TOWN STANDARD
PLANS #116.
ACP
3
2
ACP
3
ACP
2
LAG
M
M
M
M
M
M MM
M
M
MITIGATED OAK TREE,
TYP. SEE SHEET L0.3 TREE
MITIGATION NOTES #3
M
QUL
6
A
F
L.O.W.
F
I
E
L
D
S
T
O
N
E
D
R
I
V
E
12
13
14
15
16
17
18
19
20
21
22
62 63 64
11
LOT 6
PLAN #1
57 58
QUL
2
1
QULEXISTING TREE TO
REMAIN TYP.
--
L0.4
CER
1
THIS TREE SHALL BE TRIMMED TO
MEET SIGHT CLEARANCE AT
INTERSECTION REQUIREMENTS
PER THE TOWN STANDARD
PLANS #116.
TREES BOTANICAL NAME COMMON NAME
ACE ACER BUERGERIANUM TRIDENT MAPLE
ACP ACER PALMATUM JAPANESE MAPLE
CER CERCIS OCCIDENTALIS WESTERN REDBUD
LAG LAGERSTROEMIA X `TUSCARORA`CRAPE MYRTLE CORAL PINK
MAG MAGNOLIA GRANDIFLORA `LITTLE GEM`DWARF SOUTHERN MAGNOLIA
QUA QUERCUS AGRIFOLIA COAST LIVE OAK
QUL QUERCUS LOBATA VALLEY OAK
SCH SCHINUS MOLLE CALIFORNIA PEPPER
TREE SCHEDULE
*
* ALL ACER PALMATUM IN THIS LIST ARE EXISTING TREES THAT WERE LEFT ONSITE BY THE NURSERY.
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
32'16'8'
L3.2
TREE PLANTING PLAN
MATCHLINE - SEE SHEET L3.1
M
A
T
C
H
L
I
N
E
-
S
E
E
B
E
L
O
W
M
A
T
C
H
L
I
N
E
-
S
E
E
T
O
P
MATCHLINE - SEE SHEET L3.3
1" = 16'-0"
SEE SHEET L0.3 FOR FULL TREE SCHEDULE
A
A
A A
A
FI
E
L
D
S
T
O
N
E
D
R
I
V
E
PRIVATE ALLEY 1
F A&C
FB
B
L.O.W.
L.O.W.
L
.
O
.
W
.
22
23
24
25
27
28
26
29
LOT 1
PLAN #1
LOT 2
PLAN #2
LOT 3
PLAN #2
LOT 4
PLAN #2
LOT 5
PLAN #1
83
82
81
351 sf
TD
3
QUL
QUL
1
LAG
1
QUL
1
CER
21
ACE
QUL
1
1
QUL MAG
2 1
ACE CER
2
QUL
1
1
QUL
EXISTING TREE TO
REMAIN TYP.
--
L0.4
ACE
2
ACE
2
CER
3
ACP
5
M
M
M
MM
M
M
M
M
MITIGATED OAK TREE,
TYP. SEE SHEET L0.3 TREE
MITIGATION NOTES #3
3
CER
TREES BOTANICAL NAME COMMON NAME
ACE ACER BUERGERIANUM TRIDENT MAPLE
ACP ACER PALMATUM JAPANESE MAPLE
CER CERCIS OCCIDENTALIS WESTERN REDBUD
LAG LAGERSTROEMIA X `TUSCARORA`CRAPE MYRTLE CORAL PINK
MAG MAGNOLIA GRANDIFLORA `LITTLE GEM`DWARF SOUTHERN MAGNOLIA
QUA QUERCUS AGRIFOLIA COAST LIVE OAK
QUL QUERCUS LOBATA VALLEY OAK
SCH SCHINUS MOLLE CALIFORNIA PEPPER
TREE SCHEDULE
*
* ALL ACER PALMATUM IN THIS LIST ARE EXISTING TREES THAT WERE LEFT ONSITE BY THE NURSERY.
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
32'16'8'
L3.3
TREE PLANTING PLAN
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
3
.
1
MATCHLINE - SEE SHEET L3.2
1" = 16'-0"
SEE SHEET L0.3 FOR FULL TREE SCHEDULE
A A
A
A
A
A
A
A
QUL
QUL
SCH
SCH
QUA
QUA
SCH
SCH
QUA QUA QUA
QUL
QUL
LAG
LAG
LAG
LAG
LAG
QUL
QUL
SCH
ACE
ACE
QUL
QUL QUL
MAG
MAG
MAG
MAG
CERCER
CER CER
LAGLAG
QUL
LAG LAG
LAG
LAG
LAG
LAG
LAG
QUA CER CERSCHCER
QUL
SCH
LOT 10
PLAN #1
50
2
50
3
50
5
50
1
50
4
A&CB F A&C
BA&C FA&C
L.O.W.
L.
O
.
W
.
55
54
53
LOT 7
PLAN #1
LOT 8
PLAN #2
LOT 9
PLAN #2
LOT 14
PLAN #2
LOT 13
PLAN #2
LOT 12
PLAN #2
LOT 11
PLAN #2
53
55
54
46
15
XC
6
CA
9
XC
6
CA XC
8 4
CA
85
DM
MR
40
7
ND
1
AD
3
RI
3
ND
1
AD
6
PA
DJ
18
MC
4
2
LL
CA
3
XC
10
BB
33
LB
8
DM
130
10
MR
7
MP
8
MR
4
RO
MC
8
TD
300 sf
TD
314 sf
9
HS
MULCH
AD
3
DP
4
DJ
19
LL
4
MC
7
6
AS
PA
5
BH
34
EC
12
5
DW
3
RI
SM
4
MC
6
SM
3
3
SM
3
SM
12
MP
120 sf
TD
MR
15
MR
29
59
DG DW
6
DW
4
12
DM
51
DM
DG
29
MC
13
XC
3
CT
15 16
BB
MR
1
SB
18
RO
8
MP
10
RD
10
MP
11
5
LL
DG
42
HS
24
23
EC
BH
24
7
RO
28
HS
4
RO
BH
25
13
EC
BH
15
9
LB
21
HS
16
BB
24
BB
RI
2
3
SA
CA
12
DG
26
420 sf
TD
8
NF
7
LC
SB
46
LB
6
TD
489 sf
10
AK
7
AR7
RI
533 sf
TD
25
MP
5
SJ
16
CT
6
SJ
2
AS
SM
4
8
DJ
RI
3
21
DG
42
TS
PA
11
PA
5
200 sf
TD
SI
9
22
HS TD
481 sf
LB
35
RO
7
14
CA
5
XC
DG
46
85
DM
SHRUBS BOTANICAL NAME
AS ALOE STRICTA
AK ANIGOZANTHOS `ORANGE CROSS`
AD ARCTOSTAPHYLOS DENSIFLORA `HOWARD MCMINN`
CA CARPENTERIA CALIFORNICA
DW DASYLIRION WHEELERI
DG DIETES GRANDIFLORA
DP DODONAEA VISCOSA `PURPUREA`
EU EUONYMUS JAPONICUS `GREEN SPIRE`
LL LEUCOPHYLLUM LANGMANIAE `LYNN`S LEGACY`
MC MYRTUS COMPACTA
ND NANDINA DOMESTICA `LEMON LIME`
NF NEPETA X FAASSENII `WALKERS LOW`
PA PENSTEMON X `APPLE BLOSSOM`
RC RHAMNUS CALIFORNICA `EVE CASE`
RI RHAPHIOLEPIS INDICA `BALLERINA`
RO ROSMARINUS OFFICINALIS `TUSCAN BLUE`
SM SALVIA MICROPHYLLA `HOT LIPS`
XC XYLOSMA CONGESTUM `COMPACTA`
GRASSES BOTANICAL NAME
CT CHONDROPETALUM TECTORUM
HS HELICTOTRICHON SEMPERVIRENS
LC LEYMUS CONDENSATUS `CANYON PRINCE`
LB LOMANDRA LONGIFOLIA `BREEZE`
MR MUHLENBERGIA CAPILLARIS `REGAL MIST` TM
PR PENNISETUM SETACEUM `RUBRUM`
SHRUB AREAS BOTANICAL NAME
BB BOUTELOUA GRACILIS `BLONDE AMBITION`
DJ DIETES IRIDIOIDES `JOHN`S RUNNER`
JE JUNCUS PATENS `ELK BLUE`
PS PENNISETUM SETACEUM `RUBRUM`
SI SALVIA X JAMENSIS `IGNITION`
SB SALVIA X SYLVESTRIS `BLUE HILL`
SJ SEDUM SPECTABILE `AUTUMN JOY`
GROUND COVERS BOTANICAL NAME
AR ARCTOSTAPHYLOS UVA-URSI `POINT REYES`
BH BULBINE FRUTESCENS `HALLMARK`
DM DYMONDIA MARGARETAE
EC EPILOBIUM CANUM
MP MYOPORUM PARVIFOLIUM `PUTAH CREEK`
RD ROSMARINUS OFFICINALIS `PROSTRATUS`
SA SEDUM RUPESTRE `ANGELINA`
TS TEUCRIUM CHAMAEDRYS `SUMMER SUNSHINE`
TD TURF
PLANT SCHEDULE
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
32'16'8'
L4.1
SHRUB PLANTING PLAN
1" = 16'-0"
SEE SHEET L0.3 OR L4.2 FOR FULL SCHEDULE
MA
T
C
H
L
I
N
E
-
S
E
E
L
4
.
3
MATCHLINE - SEE L4.2
A
A
A
A
A
12
13
14
15
62 63 64 68676665
11
QUA
QUA
QUA
QUL
QUL
ACE
ACE
QUL
QUL
MAG MAG
CER
CER
CER
QUL
LAG
LAG
ACE
ACE
MAG MAG
ACE
ACE
QUL
QUL
QULQUL
QUL
ACP
ACP
ACP
ACP ACP ACP ACP
ACP
QUL
50
5
PRIVATE ALLEY 3
B
F
B
F
A&C
B
L.O.W.L.O.W.
F
I
E
L
D
S
T
O
N
E
D
R
I
V
E
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
12
13
14
15
55
62 63 64 68676665
11
61
56
70
71
69
PLAN #1
LOT 6
PLAN #1
LOT 16
PLAN #2
LOT 17
PLAN #1
LOT 18
PLAN #2
LOT 15
PLAN #1
57 58 69 72
78
79
80
77
12
13
14
15
55
62 63 64 68676665
11
PS
7
2
SI
3
LL
6
RO
23
HS
4
RO
288 sf
TD
9
RI
RO
2 12
PA
7
LC
LL
57
MC
2
PA
7
RD
MC
8
TD
392 sf17
SA
427 sf
TD
5
AS
9
RI
2
DP
7
MR
4
DW
18
DM
DW
6
9
EC
4
SM
3
CA
8
LB
156 sf
TD
5
RO 1
LL
16
DJ
21
MP
RC
6
MR
4
MR
13
MULCH
15
BH
12
BH
8
MR
351 sf
TD
TD
814 sfSA
6
12
HS
AK
10
17
AK
10
LC
5
AR
LB
7
5
NF
AS
3
LB
14
AD
2
MR
5
CT
4
BH
13
21
BH
DJ
7
AS
2
LC
14
6
SI
17
EC
17
AS
16
LB 20
BH
14
EC
EC
6
5
EC
44
EC
EC
6
7
EC
EC
18
14
EC
EC
20
8
AD 30
EU CT
7
14
MR
26
LB
7
CT
19
MR
CA
8
MR
35
CT
17
3
CA
MR
15
7
CA
15
CT
SHRUBS BOTANICAL NAME COMMON NAME SIZE WATER USE SPACING QTY
AS ALOE STRICTA CORAL ALOE 5 GAL L 24" O.C.35
AK ANIGOZANTHOS `ORANGE CROSS`KANGAROO PAW 2 GAL L 36" O.C.52
AD ARCTOSTAPHYLOS DENSIFLORA `HOWARD MCMINN`HOWARD MCMINN MANZANITA 10 GAL L 96" O.C.18
CA CARPENTERIA CALIFORNICA BUSH ANEMONE 10 GAL L 72" O.C.96
DW DASYLIRION WHEELERI GREY DESERT SPOON 10 GAL L 48" O.C.37
DG DIETES GRANDIFLORA FORTNIGHT LILY 5 GAL L 42" O.C.232
DP DODONAEA VISCOSA `PURPUREA`PURPLE LEAFED HOPSEED BUSH 10 GAL L 96" O.C.8
EU EUONYMUS JAPONICUS `GREEN SPIRE`GREEN SPIRE EUONYMUS 5 GAL L 24" O.C.30
LL LEUCOPHYLLUM LANGMANIAE `LYNN`S LEGACY`BAROMETERBUSH 5 GAL L 60" O.C.28
MC MYRTUS COMPACTA COMPACT MYRTLE 5 GAL L 36" O.C.71
ND NANDINA DOMESTICA `LEMON LIME`LEMON LIME NANDINA 5 GAL L 36" O.C.10
NF NEPETA X FAASSENII `WALKERS LOW`WALKERS LOW CATMINT 2 GAL L 30" O.C 20
PA PENSTEMON X `APPLE BLOSSOM`APPLE BLOSSOM BEARD TONGUE 5 GAL L 36" O.C.60
RC RHAMNUS CALIFORNICA `EVE CASE`CALIFORNIA COFFEEBERRY 10 GAL L 72" O.C.14
RI RHAPHIOLEPIS INDICA `BALLERINA`BALLERINA INDIAN HAWTHORN 5 GAL L 42" O.C.43
RO ROSMARINUS OFFICINALIS `TUSCAN BLUE`TUSCAN BLUE ROSEMARY 10 GAL L 48" O.C.62
SM SALVIA MICROPHYLLA `HOT LIPS`BABY SAGE 5 GAL L 60" O.C.27
XC XYLOSMA CONGESTUM `COMPACTA`COMPACT XYLOSMA 10 GAL L 60" O.C.97
GRASSES BOTANICAL NAME COMMON NAME SIZE WATER USE SPACING QTY
CT CHONDROPETALUM TECTORUM CAPE RUSH 2 GAL L 36" O.C.113
HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL L 24" O.C.139
LC LEYMUS CONDENSATUS `CANYON PRINCE`NATIVE BLUE RYE 2 GAL L 36" O.C.38
LB LOMANDRA LONGIFOLIA `BREEZE`MAT RUSH 2 GAL L 36" O.C.245
MR MUHLENBERGIA CAPILLARIS `REGAL MIST` TM REGAL MIST PINK MUHLY GRASS 2 GAL L 48" O.C.338
PR PENNISETUM SETACEUM `RUBRUM`PURPLE FOUNTAIN GRASS 1GAL L 36" O.C.34
SHRUB AREAS BOTANICAL NAME COMMON NAME SIZE WATER USE SPACING QTY
BB BOUTELOUA GRACILIS `BLONDE AMBITION`BLUE GRAMA 1 GAL L 24" O.C.89
DJ DIETES IRIDIOIDES `JOHN`S RUNNER`FORTNIGHT LILY 1 GAL L 24" O.C.87
JE JUNCUS PATENS `ELK BLUE`SPREADING RUSH 1 GAL L 24" O.C.49
PS PENNISETUM SETACEUM `RUBRUM`PURPLE FOUNTAIN GRASS 1 GAL L 24" O.C.7
SI SALVIA X JAMENSIS `IGNITION`IGNITION PURPLE SALVIA 1 GAL L 18" O.C.17
SB SALVIA X SYLVESTRIS `BLUE HILL`WOOD SAGE 1 GAL L 18" O.C.64
SJ SEDUM SPECTABILE `AUTUMN JOY`STONECROP 1 GAL L 24" O.C.18
GROUND COVERS BOTANICAL NAME COMMON NAME CONT WATER USE SPACING QTY
AR ARCTOSTAPHYLOS UVA-URSI `POINT REYES`KINNIKINNICK 1 GAL L 60" O.C.58
BH BULBINE FRUTESCENS `HALLMARK`STALKED BULBINE 1 GAL L 24" O.C.222
DM DYMONDIA MARGARETAE DYMONDIA 1 GAL L 48" O.C.305
EC EPILOBIUM CANUM HUMMINGBIRD TRUMPET 1 GAL L 36" O.C.246
MP MYOPORUM PARVIFOLIUM `PUTAH CREEK`PUTAH CREEK MYOPORUM 1 GAL L 60" O.C.170
RD ROSMARINUS OFFICINALIS `PROSTRATUS`DWARF ROSEMARY 1 GAL L 60" O.C.17
SA SEDUM RUPESTRE `ANGELINA`YELLOW STONECROP 1 GAL L 24" O.C.26
TS TEUCRIUM CHAMAEDRYS `SUMMER SUNSHINE`GERMANDER 1 GAL L 18" O.C.42
TD TURF DELTA BLUEGRASS NEW BOLERO PLUS 90/10 SOD M 7,488 SF
PLANT SCHEDULE
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
32'16'8'
L4.2
SHRUB PLANTING PLAN
MATCHLINE - SEE SHEET L4.1
MATCHLINE - SEE SHEET L4.3
1" = 16'-0"
A
A
A A
A
21
22
23
24
25
27
28
26
29
QUL
QUL
QUL
QUL
ACE
ACE
ACE
ACE
ACE
QUL
QUL
QUL QUL
QUL
CER
CER
CER
CER
MAGMAG
LAG
MAG
ACE
CER
CER
CER
ACP
ACP
ACP
ACP
ACP
CER
CER
CER
FI
E
L
D
S
T
O
N
E
D
R
I
V
E
PRIVATE ALLEY 1
F A&C
FB
B
L.O.W.
L.O.W.
L
.
O
.
W
.
21
22
23
24
25
27
28
26
29
LOT 1
PLAN #1
LOT 2
PLAN #2
LOT 3
PLAN #2
LOT 4
PLAN #2
LOT 5
PLAN #1
83
82
81
21
22
23
24
25
27
28
26
29
AD
1
4
RI
9
XC
5
RC
5
CA
25
JE
7
MC
3
LB
RO
12
DP
2
4
LL
7
MR
10
MR
7
NF
6
CT
4
LB
TD
146 sf
RC
3
DJ
15
RI
3
SM
2
3
DW
4
DW
5
EC
11
BH
DJ
4
MP
75
5
AR
17
AR
637 sf
TD
209 sf
TD
7
CT
9
DM
PA
8
MP
9
6
DG
AD
2TD
311 sf
PA
3
LL
4
18
AR
CA
8
XC
8
PR
7
MR
37
6
AR
61
LB
14
EC
22
BH
EC
19
BH
10
351 sf
TD
433 sf
TD
24
JE
9
AK
SM
4
DG
3
PA
8
MC
11
CA
17
XC
27
7
SJ
CT
19
AK
6150 sf
TD
2
RO
TD
316 sf
21
LB
27
LB
27
PR
35
MR
MR
24
SHRUBS BOTANICAL NAME
AS ALOE STRICTA
AK ANIGOZANTHOS `ORANGE CROSS`
AD ARCTOSTAPHYLOS DENSIFLORA `HOWARD MCMINN`
CA CARPENTERIA CALIFORNICA
DW DASYLIRION WHEELERI
DG DIETES GRANDIFLORA
DP DODONAEA VISCOSA `PURPUREA`
EU EUONYMUS JAPONICUS `GREEN SPIRE`
LL LEUCOPHYLLUM LANGMANIAE `LYNN`S LEGACY`
MC MYRTUS COMPACTA
ND NANDINA DOMESTICA `LEMON LIME`
NF NEPETA X FAASSENII `WALKERS LOW`
PA PENSTEMON X `APPLE BLOSSOM`
RC RHAMNUS CALIFORNICA `EVE CASE`
RI RHAPHIOLEPIS INDICA `BALLERINA`
RO ROSMARINUS OFFICINALIS `TUSCAN BLUE`
SM SALVIA MICROPHYLLA `HOT LIPS`
XC XYLOSMA CONGESTUM `COMPACTA`
GRASSES BOTANICAL NAME
CT CHONDROPETALUM TECTORUM
HS HELICTOTRICHON SEMPERVIRENS
LC LEYMUS CONDENSATUS `CANYON PRINCE`
LB LOMANDRA LONGIFOLIA `BREEZE`
MR MUHLENBERGIA CAPILLARIS `REGAL MIST` TM
PR PENNISETUM SETACEUM `RUBRUM`
SHRUB AREAS BOTANICAL NAME
BB BOUTELOUA GRACILIS `BLONDE AMBITION`
DJ DIETES IRIDIOIDES `JOHN`S RUNNER`
JE JUNCUS PATENS `ELK BLUE`
PS PENNISETUM SETACEUM `RUBRUM`
SI SALVIA X JAMENSIS `IGNITION`
SB SALVIA X SYLVESTRIS `BLUE HILL`
SJ SEDUM SPECTABILE `AUTUMN JOY`
GROUND COVERS BOTANICAL NAME
AR ARCTOSTAPHYLOS UVA-URSI `POINT REYES`
BH BULBINE FRUTESCENS `HALLMARK`
DM DYMONDIA MARGARETAE
EC EPILOBIUM CANUM
MP MYOPORUM PARVIFOLIUM `PUTAH CREEK`
RD ROSMARINUS OFFICINALIS `PROSTRATUS`
SA SEDUM RUPESTRE `ANGELINA`
TS TEUCRIUM CHAMAEDRYS `SUMMER SUNSHINE`
TD TURF
PLANT SCHEDULE
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
32'16'8'
L4.3
SHRUB PLANTING PLAN
MATCHLINE - SEE SHEET L4.2
SEE SHEET L0.3 OR L4.2 FOR FULL SCHEDULE
1" = 16'-0"
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
L
4
.
1
CONSTRUCTION DETAILS
PER DETAIL
---0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
4 13 PLANT SPACING
SCALE: N.T.S.
SHRUB PLANTING/DRIP INFO.
SCALE: N.T.S.
Scale NOT TO SCALE
Drawn By Checked By Approved By
Sheet 1 of 1
STANDARD PLAN
COMMUNITY SERVICES
LANDSCAPE ARCHITECT
DATE
DATE
UNDISTURBED NATIVE SOIL.
ROOTBALL.
SIDES OF PLANT PIT AND
NATIVE BACKFILL, SCARIFY ALL
IN TURF, KEEP 3" MIN. FROM STEM.
2" SPECIFIED MULCH, DELETE
POT SIZE AND SMALLER.
IN TURF OR IF MATERIAL IS 4"
MIN. 2" WATERING BASIN, DELETE
SET ROOTBALL 1" - 1 1/2" ABOVE GRADE.
REFER TO TREE PLANTING
SIMILAR FOR 15G + 24" BOX-
PLANTS (SLOPE PLANTING INFO
4" POT 1 GAL., 2 GAL., 5 GAL. SIZE
2% AWAY FROM STRUCTURES AND TOWARD
MINIMUM SLOPE IN PLANTING AREAS TO BE
TYPICAL "FLAT" GROUND PLANE:
DRAIN.
MAXIMUM SLOPE FOR PLANTING SHOULD NOT EXCEED 50% (2:1)
TYPICAL SLOPED GROUNDPLANE:
2x ROOTBALL
DETAIL).
SHRUB PLANTING
DRIP INFORMATION 405
FERTILIZER TABLET/PACKET
AS RECOMMENDED PER SIZE
TREE PLANTING
SCALE: N.T.S.
GOLDEN NUGGETS
Scale NOT TO SCALE
Drawn By Checked By Approved By
Sheet 1 of 1
STANDARD PLAN
COMMUNITY SERVICES
LANDSCAPE ARCHITECT
DATE
DATE
NOTE: REFER TO NOTES, LEGENDS
UNDISTURBED NATIVE SOIL
COMPACTED NATIVE BACKFILL
GRADE IN TURF AREAS.
GRADE IN SHRUB AREAS AND 1" ABOVE
SCARIFY ROOTBALL AND SET 2" ABOVE
SCARIFY WALLS OF PLANTING PIT.
4" WATERING BASIN (DEL. IN TURF).
2" SPECIFIED BARK MULCH (DEL. IN TURF).
(USE 3" SIZE FOR 24" BOX TREES AND
2" Ø x10 PRESSURE TREATED TREE STAKE
NAILS, ALLOW SLACK IN LOOP FOR 2 YEARS
AS SHOWN WITH GALVANIZED THREADED
BELOW PRIMARY LATERAL BRANCHES. NAIL
BLACK CORDED RUBBER TREE TIE AT 6"
NAIL AT BACK OF STAKE
CLEAR GROWTH.
2x ROOTBALL
MIN.
12"
LARGER).
MAX.
4"
PLAN VIEW
PREVAILING WINDS
TREE
ROOTBALL EDGE
TREE TIE
STAKE
TREE PLANTING
LOW TRAFFIC 403
FINISH GRADE
FERTILIZER
TABLET
GRADE AT PLANTING AREAS
SCALE: N.T.S.
Scale NOT TO SCALE
Drawn By Checked By Approved By
Sheet 1 of 1
STANDARD PLAN
COMMUNITY SERVICES
LANDSCAPE ARCHITECT
DATE
DATE
NATIVE SUBGRADE
80% R.C. MAX.
AMENDED SITE SOIL AT
SEE SPECS.
AMENDED SITE SOIL-
FINE GRADE: TOP OF
SPECIFIED GOLDEN NUGGETS
FINISH GRADE: TOP OF
CURBS, WALKS, HEADERS ETC. FOR SOD OR SEED.
NOTES: 1. FINE GRADE IN TURF AREAS SHALL BE 2" BELOW ALL
6"
2"
VALVE BOX ETC.
TOP OF CURB, SIDEWALK, HEADER,
GRADE AT
PLANTING AREAS 401
SEE SITE SPECIFIC
SPECIFCATIONS.
2
L6.0
EXISTING TREE PROTECTIVE FENCING
SCALE: N.T.S.
Elevation
2'
4'
Plan
EXTEND FENCING PERIMETER BY 50%
BEYOND THE DRIPLINE OF MATURE
SPECIMEN OAKS WHERE POSSIBLE.
STEEL STAKE,
6'-0"O.C. MAX
4' ORANGE SNOW FENCE
DRIP LINE
EXISTING TREE TO REMAIN
NOTES:
1.WHERE THERE IS 2’ OR MORE OF FILL PLACED
WITHIN THE DRIPLINE OF AN IDENTIFIED
TOWN-PROTECTED TREE, AERATION
IMPROVEMENTS SHALL BE INSTALLED. THESE SHALL,
AT A MINIMUM, INCLUDE PROVISION OF A 4” DRAIN
LINE PLACE AT NATURAL GRADE PRIOR TO FILL. THE
NUMBER AND PLACEMENT OF DRAIN LINES SHALL
BE AS DIRECTED BY THE CONSULTING ARBORIST.
2.AN ISA CERTIFIED ARBORIST SHOULD BE PRESENT
WHEN ANY WORK IS PERFORMED WITHIN THE
DRIPLINE OR CRZ OF ANY EXISTING TREE TO
REMAIN.
3.THE CONSULTING ARBORIST SHALL BE ON SITE TO
SUPERVISE THE INSTALLATION OF SOLDIER PIERS
FOR FENCING TO ENSURE THE WORK IS PERFORMED
IN A MANNER THAT PROTECTS TREES IMMEDIATELY
ADJACENT TO THE PROJECT SITE.
4.OFF-LIMITS SIGNS SHOULD BE POSTED ON THE
FENCES THAT STATE THAT NO EQUIPMENT IS TO
ENTER THE TREE PROTECTION ZONE. NO SIGNS
WILL BE POSTED ON THE TRUNK OF ANY TREES.
ONCE ESTABLISHED, THE FENCES MUST REMAIN
UNDISTURBED AND BE MAINTAINED
THROUGHOUT THE CONSTRUCTION PROCESS
UNTIL FINAL INSPECTION.
5.REFER TO TREE PROTECTION NOTES & ARBORIST
REPORT FOR ADDITIONAL INFORMATION
5
HEADER
SCALE: NOT TO SCALE
NOTES:
MFR: COLMET (800) 829-8225,
INSTALL PER MANUFACTURER'S SPEC. AND DETAILS
SIZE: STEEL 10' X 4" X 3/16" AT ALL PLANTING AND
DECOMPOSED GRANITE AREAS
FINISH: BLACK
1. 10'-0" SECTIONS TO INCLUDE (4) 12" STEEL
STAKES.
2. CORNERS - CUT BASE EDGING UP HALFWAY
AND FORM A CONTINUOUS CORNER.
STAKES
6
CONSTRUCTION DETAILS
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
4
2
L6.1
6' HIGH WOOD GATE
NTS
3'
-
0
"
GALV LOCKABLE LATCH
W/ GALV HARDWARE
GATE FRAME, MATCH
FENCE WOOD
(2) GALV
'TEE' HINGE
W/ GALV SCREWS
CONCRETE FOOTING, 12" DIAM
W/ CROWN 1" ABOVE FIN GRADE, 3000
PSI & TOP SLOPED 2% TO DRAIN
12" D, 3' DEEP FTG W/
NO DRAIN ROCK
SUBMIT ALTERNATE
QUOTE TO OWNER
POST
INSIDE VIEW ELEVATION
SECTION
6'
SE
E
P
L
A
N
FRONT
BACK
FINISH GRADE
36" TYP.
5
--
2 X 6 CAP
1 X 6 FENCE BOARDS
2X10 PT KICKBOARD
6 X 6 P.T. POST FOR
GATES, TYP.
2X2 ON BOTH SIDES
3/8 X 1 1/2 VERT. &
HORIZ. LATTICE
2X2 BOTH SIDES
WOOD PRIVACY FENCE W/
LATTICE
NOTES:
1. ALL WOOD TO BE CLR HEART REDWOOD.
2. STAIN OR PAINT TO MATCH ARCHITECTURE.
3. ALL HARDWARE TO BE GALVANIZED - COLOR
BLACK.
4. CONTRACTOR TO PROVIDE SHOP DRAWINGS
FOR FOOTING FOR REVIEW AND APPROVAL.
2X4
1 1/2 X 1 1/2 NAILER
FRAME
2"
12" Ø
6"DRAIN ROCK
METAL CORNER PLATES
ON THE BACKSIDE FOR
4 CORNERS
10
"
6' HIGH GOOD NEIGHBOR FENCE
SCALE: 1/2" = 1'-0"
8' MAX
6'
NOTE:
1. ALL FASTENERS TO BE GALVANIZED. SEE SPECS FOR MORE
INFO.
2. ALL WOOD TO BE CON. HEART REDWOOD
3. PROVIDE CLEAR SEALANT ON ALL WOOD SURFACES
4. ALL FENCE POSTS ARE PRESSURE TREATED DOUGLAS FIR.
2"
ELEVATION
SECTION
1X8; W/1" OVERLAP
EACH SIDE
2X6 CAP
1X1 TRIM
4X6 POSTS
2x6
2x10 KICKBOARD
3000 PSI 1' DIA.
CONCRETE FOOTING
3/4" DRAIN ROCK
COMPACTED
SUBGRADE
6'
2'
-
6
"
6"
10
"
2 X 6 CAP
1 X 6 FENCE BOARDS
1 1/2 X 1 1/2 NAILER
2X4
CONC. FOOTING
WOOD PRIVACY FENCE W/ LATTICE
SCALE: N.T.S.
2X10 PT KICKBOARD
1'
-
6
"
6'
-
0
"
T
Y
P
.
7'
-
0
"
M
A
X
2"
24
"
1'-0"8'-0"
6"
4 X 6 P.T. POST 8' O.C.
MAX
2X2 BOTH SIDE
3/8 X 1 1/2 VERT. & HORIZ. LATTICE
2X2 BOTH SIDES
3/4" DRAIN ROCK
NOTES: 1. ALL WOOD TO BE CLR HEART REDWOOD
2. STAIN OR PAINT TO MATCH ARCHITECTURE.
3. ALL FASTENERS TO BE GALVANIZED
4. ALL FENCE POSTS ARE PRESSURE TREATED DOUGLAS FIR.
2"
M
I
N
4"
M
A
X
2X6
6" TYP.4" TYP.
4 X 6 P.T.
POST 8'
O.C.
MAX
2X4
10
"
3
5
LANDSCAPE BOULDERS
SCALE: N.T.S.
FINISH GRADE
1/
3
H
T
.
NATIVE SOIL OR
BOULDERS TO BE APPROVED & LOCATED BY LANDSCAPE
ARCHITECT.
CONTRACTOR TO PROVIDE ALL EQUIPMENT REQUIRED TO
OFFHAUL AND PLACE BOULDERS AS SHOWN ON PLAN.
APPROXIMATE WEIGHT 160LBS PER CUBIC FOOT
FG
FG
SIZE A: 2'X2'X3'
SIZE B: 3'X4'X4'
BOULDERS ON SLOPE
2/
3
H
T
.
O
F
B
O
U
L
D
E
R
SIZE C: 1.5'X1.5'X2'
NOTES:
1.IN ALL IMP BASINS, NO COMPACTION OF THE
NATIVE SOIL.
2.EACH BASIN MUST BE SCARIFIED PRIOR TO ADDING
GRAVEL AND SOIL LAYERS.
1TYP. NEIGHBORHOOD WALL
SCALE: 1/2" = 1'-0"
KEYS:
5 TAPER SCORED CMU BLOCK, SIZE 8" X 8" X 16", BASALITE, COLOR TO
MATCH ADJACENT PROPERTY WALL.
SPLIT FACE CMU BLOCK, BOTH SIDES, STACKED BOND PATTERN, WITH
COLOR AND RACKED JOINTS TO MATCH ADJACENT PROPERTY WALL. BLOCK
SIZE 8"X8"X16" - TO MEET ASTM C90
PIER CONCRETE FOOTING, S.S.D.
TOP OF WALL LEVEL, STEP WALL AT 8" INTERVAL AT SLOPED AREA.
1
1
2
2
5
3
4
8"
O
R
1'
-
4
"
TY
P
.
SPLIT FACE PILASTERS TO BE 20' O.C.. &
20'-0" O.C. FROM THE END PILASTER.
TYPICAL SECTION
SEE DETAIL #? / L6.2 FOR FOOTING DETAIL WHEN WALL
LOCATES WITHIN THE DRIPLINE OF THE EXISTING TREE.
6'
T
Y
P
,
S.
C
.
D
.
F
O
R
H
E
I
G
H
T
3
7
RETAINING LOW WALL WITH FENCE
SCALE: NTS
SECTION
ELEVATION
NOTE:
1. CONTRACTOR SHALL PROVIDE SHOP
DRAWINGS SATISFYING ALL CODE REQUIREMENTS
AND SHOW STRUCTURAL REQUIREMENTS.
2. ALL FASTENERS TO BE GALVANIZED. SEE SPECS
FOR MORE INFO.
3. ALL WOOD TO BE CON. HEART REDWOOD.
4. PROVIDE CLEAR SEALANT ON ALL WOOD
SURFACES.
5. ALL POSTS SHALL BE EQUALLY SPACED.
6. ORIENT KNIFE PLATE ALTERNATIVELY, TYP.
7. SPLIT FACE CMU BLOCK, BOTH SIDES, STACKED
BOND PATTERN, WITH COLOR AND RACKED
JOINTS TO MATCH ADJACENT PROPERTY WALL.
BLOCK SIZE 8"X8"X16"
WOOD PRIVACY
FENCE WITH
LATTICE
5
--
ANCHOR BRACKET
WITH BOLTS AS
REQUIRED
CL
ENLARGEMENT - A
ENLARGEMENT - B
SEE ENLARGEMENT B FOR
KNIFE PLATE DETAIL
CL
STEEL PLATE
NOTCH POST TO
RECEIVE, TYP.
1/2" GALV.
HARDWARE, TYP.
COUNTER SUNK &
PLUGGED
1/2" THICK STAND
OFF PLATE
6"
4"
ETAINING
WALL
4"X6" POST
ETAINING
WALL
4"X6" POST
1/2" GALV. HARDWARE, TYP.
COUNTER SUNK & PLUGGED
ALL THREAD
DBL. NUT
1" THICK STAND
OFF PLATE
STEEL PLATE
NOTCH POST TO
RECEIVE, TYP.
12
"
12
"
5'
M
A
X
2'
-
6
"
MA
X
18
"
SPLIT FACE CMU BLOCK,
SEE NOTE #7
DRAIN, S.C.D.
#4 REBAR, CENTERED ON
WALL , 16" MAX O.C.
BOTH WAYS
12
"
MI
N
12
"
30
"
M
A
X
1'8"1'
CONCRETE FOOTING,
MIN 3000 PSI.
1'
-
6
"
L
A
P
3"
WATERPROOF MEMBRANE
BY VULKEM OR APPROVED
EQUAL
FINISH GRADE
(FRONT)
FINISH GRADE
(BACK)
±6
"
2" THICK CONCRETE WALL CAP
COLOR/FINISH MATCH TO CMU BLOCK CELL
9
PER DETAIL
PRECAST CONCRETE RAIL FENCE
SCALE: 1/2" = 1'-0"
8'-0" O.C.
MAX.
3'
-
6
"
6X6 POST W/ 45° CHAMFER AT
TOP, TYP.
2X6 RAILS, TYP.
15
"
3"
2'
6"
CONCRETE FOOTING
1%1%1%1%
NOTE:
1. CONTRACTOR TO PROVIDE FENCE POST
LOCATION LAYOUT AND FENCE SHOP
DRAWINGS FOR REVIEW AND APPROVAL.
2. INSTALL PER MFR SPECS
3. HOLD TOP OF ALL POST LEVEL; HOLD TOP
OF ALL UPPER RAILS LEVEL.
CL CL
REINFORCED 2 RAIL PRECAST
CONCRETE FENCE BY
AMERICAN PRECAST CONCRETE,
INC. OR APPROVED EQUAL.
COLOR: KAHLUA BY DAVIS
COLORS
18" DIA.
6"
6"
9"
6"
NEIGHBORHOOD WALL ON PIER FOOTING
SCALE: 3/8" = 1'-0"
KEY:
REINFORCED CMU BLOCK WALL SEE DETAIL 8/L6.1
EXISTING GRADE
EXISTING TREE
REINFORCED CONCRETE PIER FOOTING, S.S.D.
REINFORCED CONCRETE BEAM, S.S.D.
FILTER FABRIC
18" THICK COBBLE FILL LAYER FOR ROOT AERATION.
NEW IMPORTED PLANTING SOIL, 2:1 SLOPE MAX
1
2
3
4
5
NOTES:
1.PRIOR TO FINAL FORMWORK CONTRACTOR SHALL EXPLORE ALL
FOOTING & PIER LOCATIONS FOR EX. ROOTS. ALL EXCAVATIONS
SHALL BE MONITORED BY THE TOWN & PROJECT ARBORIST.
ADJUSTMENTS TO WALL LOCATION & PIER FOOTINGS MAY BE
REQUIRED TO AVOID EXISTING ROOTS.
2.OBTAIN APPROVAL FROM STRUCTURAL ENGINEER PRIOR TO
INCREASING DIMENSIONS SHOWN. DO NOT CONSTRUCT RETAINING
WALL UNTIL SUCH APPROVAL HAS BEEN OBTAINED.
1
2
S.
S
.
D
.
S.
S
.
D
.
S.S.D.
S.S.D.
1'
-
6
"
7
8
SECTION
PLAN VIEW
54
8"
S.
S
.
D
.
S.S.D.
FOOTING AT TYPICAL CMU
WALL, SEE DETAIL 8/L6.1
6
7
8
S.
C
.
D
.
F
O
R
W
A
L
L
H
E
I
G
H
T
S
1
S.
S
.
D
.
2:1
M
A
X
3
6
5
4
8"
DRAIN, S.C.D.
8
CONSTRUCTION DETAILS
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
L6.2SAWCUT JOINT
EXPANSION JOINT
SAWCUT JOINT
TOOLED JOINT
1/2" EXPANSION JOINT MATERIAL AT
20'-0" TO 30'-0" - VERIFY JOINT
LOCATIONS W/ LANDSCAPE ARCHITECT
SEALANT
BACKER ROD
EXPANSION JOINT
FILLER MATERIAL
CONTROL JOINTS
SCALE: 6" = 1'-0"
4"
F
O
R
P
E
D
E
S
T
R
I
A
N
S.
C
.
D
.
F
O
R
V
E
H
I
C
U
L
A
R
SEE LAYOUT LEGEND FOR COLOR & FINISH.
#3 REBAR @ 18" O.C. B.W.
CENTERED IN CONC. SLAB
COMPACTED SUBGRADE
SEE SOILS REPORT
EXPANSION JOINT W/ DOWELS 30" O.C. ALONG EXPANSION JOINT. SEE SPECS.
FOR NATURAL GREY CONCRETE, USE 1/2" WIDE FIBEROUS ASPHALTIC MATERIAL.
FOR INTEGRAL COLOR CONCRETE USE 1/2" HOMEX, NON-ASPHALTIC JOINT W/
POLYSULFIDE BEAD. COLOR TO MATCH ADJACENT PAVING. HOMEX BY
HOMASOTE, TRENTON, NJ 609-883-3300. ALL JOINTS TO OCCUR AT 20' O.C.
MAX., AT MATERIAL INTERFACES, AND AS SHOWN ON DRAWINGS.
18" #4 REBAR DOWELS @ SEALED JOINTS &
EXP. JOINTS, 24" O.C. SLEEVE ONE END
HOLD FINISH GRADE OF PLANTING AREAS
1" BELOW FINISH GRADE OF ADJACENT
CONCRETE FLATWORK
6"
COMPACTED AGGREGATE BASE
SEE SOILS REPORT
CONCRETE PAVING
SCALE: 1 1/2" = 1'-0"
3"
CLR
1"
FG
PAVING JOINTS:
LOCATE AS SHOWN ON PLANS
TROWEL SCORE JOINTS:
3/8" TROWEL SCORE JOINT 1/4 DEPTH OF THE
SLAB, R=3/16" TYP.
SAWCUT SCORE JOINTS:
1/8" WIDE SAW CUT, 1/4 THE DEPTH OF THE SLAB
S.C.D. FOR ALL
VEHICULAR PAVING
SECTIONS
2
--
12
PER DETAIL
ENTRY SIGN
SCALE: 1/2" = 1'-0"
THE COLLECTION
14'
1'
-
1
"
2'
-
1
1
"
6"
6"
6
"
T
Y
P
.
PLAN VIEW SECTION B-B
SECTION A-A
KEY:
BOARDFORM CONCRETE WALL, COLOR: STANDARD GREY
HOLD TOP OF WALL LEVEL, TYP.
#4 REBAR 12" O.C. MAX VERTICAL WAY, 12" O.C. MAX HORIZONTAL WAY.
REINFORCED CONCRETE FOOTING, 3000PSI MIN
FINISHED GRADE
S.S. BRACKET
S.S. CLIP
3 / 8" HEX BOLT
POWDER COATED 3/16" GALVANIZED STEEL PANEL WITH LASER CUT OUT
FOR LETTER/LOGO; FONT AND COLOR TBD
COMPACTED SUBGRADE
1
2
3
4
5
6
7
8
NOTE: SUBMIT METAL POWDER COATED METAL CHIPS FOR FINAL REVIEW AND APPROVAL. SIGNAGE
CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR FASTENING, SIGNAGE, LETTERING AND POWER REQUIREMENT
FOR OWNER REVIEW AND APPROVAL.
A
A
B
B
1'
-
6
"
1'
-
6
"
1/2"
3/
1
6
"
7/
8
"
1"±
13
"
2'
-
1
1
"
6"
1'
-
6
"
M
I
N
1'
-
6
"
M
I
N
3'
3/16"
1"
4'
-
6
"
1'
-
6
"
M
I
N
1'
-
6
"
M
I
N
3'
1'1'
3"
CLR TYP.
1'1'
3"
CLR TYP.
FRONT ELEVATION
9
REFERENCE IMAGE ENLARGEMENT X4
9"
2
1
/
4
"
1
3
/
4
"
4
1
9
6
10
1
9
4
5
2
7
6
9
1
10
5
3'
16'
3
3
8
1'
9'-6"
1'
3
PRIVATE
ALLEY 3
L.O.W.
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
70
71
PRIVATE ALLEY ENTRY FUTURE DEVELOPMEN
SCALE: 1" = 10'-0"
STAMPED ASPHALT
REMOVABLE
BOLLARD, TYP. OF (2)
NEW CONCRETE PAVING
EXISTING
SIDEWALK
P.A.
P.A.
P.A.
P.A.
4
STREETPRINT XD
Thermoplastic panel,
180 mils thickness
ASPHALT PAVEMENT
Thickness as required
(2" min. typ.)
SUBGRADE
In-situ material. Remove soft
areas and replace with well
graded, compacted gravel
BASE
Compacted granular material.
Depth as required by local conditions
and traffic levels (min. 6" )
Finished post print depth 1/4".
Pattern as per specification
Integrated Paving Concepts
1-800-688-5652 | www.integratedpaving.com
Drawing No. XD-103
TYPICAL PAVEMENT WITH STREETPRINT XD CROSS-SECTION DETAIL
Good Subgrade Support
Characterized by Firm to Hard Soils
STAMPED ASPHALT
SCALE: 1 1/2" = 1'-0"5
6 MAILBOX UNIT
SCALE: 3/4" = 1'-0"
3385 PEDESTAL
14
1 2 "
RUBBER PAD 10"
1'4"
1'
1'
4"
10"
6"
30 1/2"
62
3
/
4
"
48
1
/
4
"
1'-6"
16 3 4"
NOTES:
CLUSTER BOX UNIT FROM SALSBURY INDUSTRIES,
1010 E. 62ND STREET, LOS ANGELES, CA.
800-624-5269. COLOR TO BE GRAY. CONTRACTOR
TO INSTALL PER MANUFACTURER'S SPECIFICATIONS.
MODEL #3308 (F SERIES) - 8 DOORS
MODEL #3313 (F SERIES) - 13 DOORS
MODEL #3316 (F SERIES) - 16 DOORS
6"
TYP.
HIGH STRENGTH NON-SHRINK
GROUT PAD UNDER BASE PLATE
DRY ARROYO
SCALE: 1" = 1'-0"
SWALE EDGE WITH INTERMITTENT PLANTING
PLANTS TO BE INCORPORATED ALONG EDGES
OF ARROYO. REFER TO PLANTING PLAN FOR
ADDITIONAL INFORMATION.
VARIES - PER PLAN
RIVER-WASHED COBBLES VARIED IN SIZE.
20% 12"-18", 30% 6"-12", 50% 4"-5"
SIZES SHALL BE INTERMIXED, WITH GREATER
CONCENTRATIONS OF SMALLER SIZES TOWARD
THE CENTER OF THE ARROYO.
LANDSCAPE BOULDERS, REFER TO LAYOUT PLAN
LANDSCAPE FILTER FABRIC. MIRIFI
140 NS FILTER FABRIC
6"
6"
STORM WATERTYPICAL SECTION
7
CONSTRUCTION DETAILS
0
DRAWN:
PROJECT NUMBER:
DATE:
SCALE:
CHECK:
2671 CROW CANYON RD. SAN RAMON, CA 94583
DATE:ISSUE:DESCRIPTION:
T 925.736.8176 www.dgates.com
G AT E
A S O C I AT E SS
LANDSCAPE ARCHITECTURE
LAND PLANNING URBAN DESIGN
5363
JG/MB
RC
2/18/2020
1ST TOWN SUBMITTAL 05/08/2019
CALIFORNIA
DANVILLE
THE
COLLECTION
0"12"1"2"
S
2ND TOWN SUBMITTAL 08/27/2019
PRIVATE ALLEY 3
FI
E
L
D
S
T
O
N
E
D
R
FIELDSTONE CT
PRIVATE ALLEY 2
SHERBURNE HILLS DR
PRIVATE ALLEY1
CA
M
I
N
O
T
A
S
S
A
J
A
R
A
BID SET SUBMITTAL REV 10/08/2019
3RD TOWN SUBMITTAL 12/09/2019
4TH TOWN SUBMITTAL 01/24/2020
L6.3
3
2
PER DETAIL
4 1
5
6