HomeMy Public PortalAboutMEDDIN DR_15 LS Plans rev 5-12-19ALLEYMAPLEWOOD CIRCLE 50' R/W
(UNOPENED)
MEDDIN DRIVE 50' R/W
6'-0"15'-0"8'-0"17'-1"
10'-0"
SIDEYA
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36'-0"40'15'10'10'-7"5'9'
18'
24'14'20'16'
3.0
4'-4"35'-7"62'-11"14'7'-9"R18'-10
"R57'-8"18'-10"R37'-7"96" min.96" min.No. 1250
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February 7, 2019
MSSMEDDIN DRIVE DEVELOPMENT15 MEDDIN DRIVETYBEE ISLAND, GEORGIAThe designs and concepts shown are the sole
property of Michael S. Small LLC and may not
be used without the prior written consent of
M i c h a e l S . S m a l l L L C .
PO Box 1788
Tybee Island, GA 31328
912-704-1118
michaelsmall.asla@gmail.com
Drawing Title
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Date
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March 6, 2019
March 27, 2019
SITE NOTES:
1. NO RUNOFF DIRECTED TO ANY STATE WATERS AND SITE IS NOT LOCATED
WITHIN OR NEAR ANY STREAM BUFFERS.
2. TOTAL AREA OF DISTURBANCE FOR CURRENT PHASE IS 35,283 SF.
EXISTING BUILDING: 6000 SF
AREA IMPACTED: 29, 283 SF
3. EROSION CONTROL BY OTHERS.
SURVEY INFORMATION FROM:
BREWER LAND SURVEYING
CRAIG BREWER
BREWERSURVEY.COM
912-856-2205
PROJECT# 180123
April 25, 2019
SHEET DESCRIPTION
L0.0 SITE LAYOUT & MATERIALS PLAN
L1.1 GRADING & DRAINAGE PLAN
L2.1 PLANTING PLAN
L3.1 SITE DETAILS
L3.2 SITE DETAILS 2
L3.3 SITE DETAILS 3
L4.1 PLANT SCHEDULE & DETAILS
SHEET INDEX
May 12, 2019
ALLEYMAPLEWOOD CIRCLE 50' R/W
(UNOPENED)
MEDDIN DRIVE 50' R/W
11.3 PC
11.3 PC
11.3 PC
11.3 PC
11.2 TP
11.0 TP
11.2 TP
11.1 TP
11.2 TP
11.2 TP
10.3 TP
9.5 TP2%9.8 TP 9.8 TP
10.3 TP
10.3 TP
11.3 FG
11.1 TP
2.5%4%10.8 TP
1.8%1.9%10.5 RIM
10.5 RIM
10.9 TP
11.3 FG
11.2 FG
11.1 TP
11.2 TP
10.2 TP
SWALE
CENTERLINE
9.4 TP
11.2 TW
11.0 TW
15'
50'
7.9 TP
9.5 TP
10.9 TP
No. 1250
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Grading
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MSS
February 7, 2019
MSSMEDDIN DRIVE DEVELOPMENT15 MEDDIN DRIVETYBEE ISLAND, GEORGIAThe designs and concepts shown are the sole
property of Michael S. Small LLC and may not
be used without the prior written consent of
M i c h a e l S . S m a l l L L C .
PO Box 1788
Tybee Island, GA 31328
912-704-1118
michaelsmall.asla@gmail.com
Drawing Title
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= DIRECTION OF SURFACE DRAINAGE FLOW ROUTE BS = BOTTOM OF STEPS
FS = FINISHED SURFACE
INV = INVERT ELEVATION
= EXISTING CONTOUR
= PROPOSED CONTOUR
= SANITARY SEWER MANHOLE
= SANITARY SEWER CLEAN-OUT
= STORM DRAIN MANHOLE
= STORM DRAIN, SIZE, TYPE, SLOPE.
= CATCH BASIN WITH RIM AND PIPE INVERT
= SPOT ELEVATION GRADE POINT (EXISTING)
= SPOT ELEVATION (PROPOSED)DI = DRAIN INLET
TB = TOP OF BERM
TC = TOP OF CURB
TF = TOP OF FOOTING
TG = TOP OF GRATE
TP = TOP OF PAVING
TS = TOP OF STEPS
TW = TOP OF WALL
FG = FINISHED GRADE
FF = FINISH FLOOR
FL = FLOW LINE
GB = GRADE BREAK
MH = MANHOLE
RIM = RIM ELEVATION
HP = HIGH POINT
GP = GRADE POINT
CB = CATCH BASIN
CO = CLEAN OUT
= 4" NDS EZ FLO DRAIN PIPE (DETAIL 1/3.3)
ELEVATIONS.
GRADING LEGEND
March 6, 2019
PC = POOL COPING
= 4" NDS DRAIN PIPE
March 27, 2019
April 25, 2019
May 12, 2019
ALLEYMAPLEWOOD CIRCLE 50' R/W
(UNOPENED)
MEDDIN DRIVE 50' R/W
(3)VIBO
(12)PODO
(3)VIBO
(1)CAMS
(10)AZAF
(1)QUEV
(3)TRAJ
(54)MUHC (14)PODO
(1)LIGJ
(9)ASPE (10)VIBS
(2)RHAH
(44)TRAA
(10)DIAT
(43)DRYE
(25)MUHC
(3)HYDD
(66)TRAA
(4)PODP
(24)DIAT (2)RHAH
(10)VIBS
(44)TRAA
(11)DIAT
(4)QUEV
(35)DRYE
(2)QUEV
(5)QUEV
(4)QUEV
(1)QUEV
(14)ASPE
(1)LIGJ
(1)QUEV
(11)PODP
(5)ILLP
(8)PODO
(40)TRAA
(13)TRAJ
(5)AZAF
(1)QUEV
(2)QUEV
(60)LIRS
(54)LIRS
(52)TRAA
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Planting Plan
MSS
February 7, 2019
MSSMEDDIN DRIVE DEVELOPMENT15 MEDDIN DRIVETYBEE ISLAND, GEORGIAThe designs and concepts shown are the sole
property of Michael S. Small LLC and may not
be used without the prior written consent of
M i c h a e l S . S m a l l L L C .
PO Box 1788
Tybee Island, GA 31328
912-704-1118
michaelsmall.asla@gmail.com
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March 27, 2019
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL Material Finish Electrical Lamp Watts Color Temp Lens Ballast Optics/Glare Mounting Options
FX Luminaire CA - LED 11 Copper (CU) Copper 10 to 15 Volts 1LED 2W N/A (F) Frosted N/A N/A Long Slot Spike Riser 18"
FX Luminaire FB - LED 4 Aluminum Alloy (BZ) Bronze Metallic 10 to 15 Volts 1LED 2W 2900K (F) Frosted N/A Diffuser 18°(SSS) Super Slot Spike N/A
LIGHTING_SCHEDULE
April 25, 2019
May 12, 2019
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Site Details
MSS
February 7, 2019
MSSMEDDIN DRIVE DEVELOPMENT15 MEDDIN DRIVETYBEE ISLAND, GEORGIAThe designs and concepts shown are the sole
property of Michael S. Small LLC and may not
be used without the prior written consent of
M i c h a e l S . S m a l l L L C .
PO Box 1788
Tybee Island, GA 31328
912-704-1118
michaelsmall.asla@gmail.com
Drawing Title
Project #:0
Date
-acNson 6mall
AssociaWes
/a n d s c a S e A U c h i W e c W X U e
CONSTRUCTION LAYOUT NOTES:
1. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL
BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR THE OWNER BEFORE STARTING WORK.
2. THE CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS, DISTANCES AND CONDITIONS PRIOR TO STARTING WORK.
DISCREPANCIES SHALL BE REPORTED TO OWNER AND L.A.
3. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS
4. DETAILS SHOWN ARE TYPICAL UNLESS OTHERWISE NOTED. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.
5. ALL WORK SHALL COMPLY TO THE INTERNATIONAL BLDG. CODE, LATEST EDITION, AS ADOPTED BY THE COUNTY.
6. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS REQUIRED FOR THE
PROTECTION OF PUBLIC HEALTH, SAFETY, AND ENVIRONMENTAL HEALTH
7. SCOPE OF WORK: THE GENERAL SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO, ALL LABOR, EQUIPMENT, AND
MATERIALS FOR THE CONSTRUCTION OF ALL EXTERNAL LANDSCAPE ARCHITECTURAL, HARDSCAPE AND SOFTSCAPE
ELEMENTS AS PER PLANS AND SPECIFICATIONS.
8. THE CONTRACTOR IS TO PROVIDE SLEEVING FOR ELECTRICAL AND IRRIGATION AND WILL HAVE TO VERIFY ALL
NECESSARY SLEEVING BEFORE STARTING WORK.
9. WALKS AND PARKING AREAS TO BE STAKED IN FIELD BY CONTRACTOR. PLANTATION MIX SHALL BE SPREAD TO A
THICKNESS OF 2". (IF APPLICABLE)
10. BRICK & CONCRETE WALKS ARE TO MATCH EXISTING WALKS UNLESS OTHERWISE SPECIFIED. (IF APPLICABLE)
11. ALL STEEL EDGING TO BE 3/16" THICK UNLESS OTHERWISE SPECIFIED. (IF APPLICABLE)
1" = 1'-0"4'-0"8'-0"8'-0"4'-0"1'-2"3 RAIL WOOD FENCE W/ WIRE 1'-2"6
March 27, 2019
GRAVEL DRIVE W/ STEEL EDGE1
April 25, 20194"8"1"CONCRETE PAVER W/ MORTARED EDGE2 PERMEABLE PAVERS3 1".
LOW TIMBER RETAINING WALL4
May 12, 2019
1'-0"14'-0"
GRAVEL DRIVE SECTION5
40'
5'
3'
No. 1250
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MSS
February 7, 2019
MSSMEDDIN DRIVE DEVELOPMENT15 MEDDIN DRIVETYBEE ISLAND, GEORGIAThe designs and concepts shown are the sole
property of Michael S. Small LLC and may not
be used without the prior written consent of
M i c h a e l S . S m a l l L L C .
PO Box 1788
Tybee Island, GA 31328
912-704-1118
michaelsmall.asla@gmail.com
Drawing Title
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/a n d s c a S e A U c h i W e c W X U e
1" = 1'-0"3'-6"6'-0"6"10"3 RAIL FENCE1
6'-5"6'-0"2'-6"6'-0"6'-0"
6' WOOD FENCE2
March 6, 2019
POOL SECTION00
LIGHTING NOTES:
1. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.
2. HAND TRENCHING IS REQUIRED FOR ALL WIRING WITHIN DRIPLINES OF ALL TREES GREATER THAN 16" CALIPER OR
GREATER FOR MINIMAL DAMAGE TO ROOTS AND ROOTZONE.
3. THE CONTRACTOR SHALL ENGINEER THE ELECTRICAL SYSTEM BASED ON THE MANUFACTURER'S SPECIFICATIONS, THE
LOCATION AND TYPE OF FIXTURE AS SHOWN ON THE PLAN. PROPERLY SIZED WIRING, TRANSFORMERS, ACCESSORIES, ETC.
SHALL BE PROVIDED BY THE CONTRACTOR AS NECESSARY TO PROVIDE A COMPLETE LIGHTING SYSTEM.
4. LOW VOLTAGE LIGHTING TO BE CONTROLLED BY A TIMER UNLESS UNLESS OTHERWISE SPECIFIED BY L.A. OR OWNER.
5. CONTRACTOR TO PROVIDE AS-BUILT DRAWINGS UPON COMPLETION PRIOR TO FINAL PAYMENT.
IRRIGATION NOTES:
1. PROVIDE 100% COVERAGE OF PLANT BEDS, GRASS AREAS, AND NEWLY PLANTED BUFFERS.
2. HAND TRENCHING IS REQUIRED FOR ALL PIPE WITHIN DRIPLINES OF ALL TREES GREATER THAN 16" CALIPER OR
GREATER FOR MINIMAL DAMAGE TO ROOTS AND ROOTZONE.
3. PROVIDE AUTOMATIC TIMER CONTROL (ELECTRIC) & RAIN SENSOR COORDINATE LOCATION W/ OWNER.
4. INCORPORATE ZONES THAT SEPARATE GRASS AREAS FROM PLANT BEDS.
5. AVOID IRRIGATION OF ROADS, PARKING AND WALKS.
6. CONTRACTOR TO PROVIDE AS-BUILT DRAWING LOCATING VALVES AND MAINLINE.
7. CONTRACTOR TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER OR RPZ BASED ON GOVERNING MUNICIPALITY
AND TO CONFORM TO ALL APPLICABLE CODES.
GRADING NOTES:
1. CONTRACTOR IS TO INSURE THAT SITE DRAINAGE WILL BE MAINTAINED WITHIN THE PROPERTY BOUNDARIES AND NO DRAINAGE WILL
BE DIRECTED ONTO ADJACENT PROPERTIES.
2. CONSTRUCT SITE, DRIVEWAY AND SIDEWALKS TO ALLOW FOR DRAINAGE FLOW
CONSISTENT WITH COMMUNITY AND PROPOSED GRADING AND DRAINAGE CONVEYANCE PLAN. PLAN ASSUMES GRADING ACTIVITY IS
CONSISTENT WITH MASTER PLANNED COMMUNITY DRAINAGE CONVEYANCE AND TREATMENT.
3. CONTRACTOR TO VERIFY SITE UTILITY AND STORM WATER REQUIREMENTS AND ENSURE PROPOSED DRAINAGE COMPLIES WITH ANY
PERMIT CONDITIONS. ALL CONSTRUCTION BMP'S AND ANY APPLICABLE SCDHEC-OCRM PERMITTING IS ASSUMED TO BE HANDLED BY
THE OWNER DIRECTLY.
4. PLAN IS PREPARED USING SITE PLAN & BUILDING INFORMATION PROVIDED BY THE ARCHITECT, AND TREE & TOPOGRAPHIC SURVEY
PROVIDED BY THE SURVEYOR.
5. ALL PROPOSED DRAINAGE PIPE IS TO HAVE A POSITIVE OUTFLOW UNLESS OTHERWISE SPECIFIED BY L.A.
6. CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING AND PROPOSED UTILITIES AND IS RESPONSIBLE FOR ANY DAMAGE THAT MAY
OCCUR TO EXISTING AND PROPOSED UTILITIES.
7. CONTRACTOR SHALL BRING ANY GRADING DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR A DECISION
PRIOR TO PROCEEDING.
8. CONTRACTOR TO PROVIDE A MINIMUM OF 1.5% SLOPE FOR A DISTANCE OF 5 FEET AWAY FROM ALL EXISTING AND PROPOSED
STRUCTURES. ENSURE POSITIVE DRAINAGE TOWARD DRAINAGE SWALES AND CATCH BASINS IN ALL LOCATIONS TO THE SATISFACTION
OF THE LANDSCAPE ARCHITECT.
9. GRADING AROUND EXISTING TREES SHALL BE DONE BY HAND AND NO ROOTS SHOULD BE CUT
FOR THE PURPOSE OF INSTALLATION OF DRAINAGE STRUCTURES OR SWALES.
March 27, 2019
April 25, 2019
May 12, 2019
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Site Details 3
MSS
February 7, 2019
MSSMEDDIN DRIVE DEVELOPMENT15 MEDDIN DRIVETYBEE ISLAND, GEORGIAThe designs and concepts shown are the sole
property of Michael S. Small LLC and may not
be used without the prior written consent of
M i c h a e l S . S m a l l L L C .
PO Box 1788
Tybee Island, GA 31328
912-704-1118
michaelsmall.asla@gmail.com
Drawing Title
Project #:0
Date
-acNson 6mall
AssociaWes
/a n d s c a S e A U c h i W e c W X U e
March 6, 2019
ACCESS AILSE AND
PARKING STALLS TO
HAVE NO MORE THAN 2%
SLOPE IN ANY DIRECTION
™
NDS, INC.
851 NORTH HARVARD AVE.
LINDSAY, CA 93247
TOLL FREE: 1-800-726-1994
PHONE: (559) 562-9888
FAX: (559) 562-4488
www.ndspro.com
REVISION DATE 3-5-2015
NOTES:
1. MUST BE INSTALLED 10' AWAY FROM STRUCTUREOR FOUNDATION.
2. FWAS24 KIT DOES NOT COME WITH FWPB24 BTM.
3. REFERENCE FLO-WELL CALCULATOR ON NDSPRO.COM
4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
5. DO NOT SCALE DRAWING.
6. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN
PROFESSIONALS FOR PLANNING PURPOSES ONLY.
7. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED
BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.
FLO-WELL INSTALLATION DETAIL - LOAD CLASS "A" & "B" - GRAVEL INSTALLATION DETAIL
FLO-WELL DRY WELL SYSTEM
FWAS24C 24" DIA. FLOW WELL COVER.
4" SCH 40 COUPLING
4" NDS GRATES OR APPLICABLE
IN LINE LOW PROFILE ADAPTERS.
4" SCH 40 PIPE CUT TO LENGTH PER
DEPTH OF FLO-WELL
4" PVC INLET W/ 1% MIN. SLOPE.
FWFF67 POROUS FILTER
FABRIC WRAP.
1" DIA. PERCOLATION HOLE
KNOCK OUTS SCORE AND
KNOCK OUT ALL HOLES
BEFORE WRAPPING THE
FLOW WELL WITH
LANDSCAPE FABRIC.
3/4" TO 1 1/2" CLEAN GRAVEL
BACKFILL RECOMMENDED.
FWSPS3 (3) FLOW WELL SIDE PANELS.
FWBP24 24" DIA. FLOW WELL BOTTOM.
4" DIA. DRAINAGE CONNECTION
HOLES. UTILIZE HOLES AS NEEDED
FOR INLETS AND OUTLETS.
FINISHED GRADE
8" MIN.3'-2" MIN.6" MIN.1'-0" MIN.
1
FX LUMINAIRE1940 Diamond StreetSan Marcos, CA 92078
Main: 760-744-5240
Technical Support: 760-591-7383
www.fxl.com
A.
B.
C.
D.10.0"/25.4 cm8.4"/21.2 cm2.7"/6.8 cmNP UPLIGHT00
1
5
3
54
2
5
4
3
2
1
R
CA PATH LIGHT LONG SLOT SPIKE
R
00
March 27, 2019
April 25, 2019
May 12, 2019
NOTES:
1. HANDICAP PARKING TO FOLLOW VAN ACCESSIBLE MIN. DIMENSIONS & SIGNAGE.
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Plant Schedule
&
Details
MSS
February 7, 2019
MSSMEDDIN DRIVE DEVELOPMENT15 MEDDIN DRIVETYBEE ISLAND, GEORGIAThe designs and concepts shown are the sole
property of Michael S. Small LLC and may not
be used without the prior written consent of
M i c h a e l S . S m a l l L L C .
PO Box 1788
Tybee Island, GA 31328
912-704-1118
michaelsmall.asla@gmail.com
Drawing Title
Project #:0
Date
-acNson 6mall
AssociaWes
/a n d s c a S e A U c h i W e c W X U e
PLANTING NOTES:
1. CONTRACTOR SHALL PROVIDE A SOIL ANALYSIS BY A QUALIFIED SOIL-TESTING LABORATORY RECOGNIZED BY THE STATE
DEPARTMENT OF AGRICULTURE STATING PERCENTAGES OF ORGANIC MATTER, GRADATION OF SAND, SILT, AND CLAY CONTENT, CATION
EXCHANGE CAPACITY, DELETERIOUS MATERIAL, pH, AND MINERAL AND PLANT-NUTRIENT CONTENT OF TOPSOIL. REPORT TO BE
PROVIDED TO OWNER'S REPRESENTATIVE. CONTRACTOR TO FURNISH SUITABILITY REPORT OF TOPSOIL FOR LAWN AND PLANT GROWTH.
STATE RECOMMENDED QUANTITIES OF NITROGEN, PHOSPHOROUS, AND POTASH NUTRIENTS AND SOIL AMENDMENTS TO BE ADDED TO
PRODUCE A SATISFACTORY TOPSOIL. IF ADDITIONAL TOPSOIL IS REQUIRED, CONTRACTOR TO PROVIDE STOCKPILED TOPSOIL OR
IMPORTED OR MANUFACTURED TOPSOIL FREE OF ROOTS, PLANTS, SOD, STONES, CLAY LUMPS, AND OTHER EXTRANEOUS MATERIALS
HARMFUL TO PLANT GROWTH AND HAVING THE APPROPRIATE PERCENTAGES AS RECOMMENDED BY SUITABILITY REPORT.
2. ANY DEVIATION FROM THESE PLANS MUST BE SPECIFICALLY APPROVED BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE.
3. NOTIFY LANDSCAPE ARCHITECT OF ANY SITE CONDITIONS WHICH MAY NECESSITATE MODIFICATION TO THE PLAN. LANDSCAPE
ARCHITECT SHALL, IF NECESSARY, MAKE "IN-FIELD MODIFICATIONS".
4. FINE GRADING SHALL CONSIST OF HAND RAKED SMOOTH, FREE OF DEBRIS, ALL AREAS TO RECEIVE LANDSCAPE PLANTING AND/OR
PINE STRAW MULCH.
5. CONTRACTOR IS RESPONSIBLE FOR INSPECTION OF EXISTING CONDITIONS AND PROMPTLY REPORTING ANY DISCREPANCIES.
6. CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING AND PROPOSED UTILITIES AND IS RESPONSIBLE FOR ANY DAMAGE THAT MAY
OCCUR TO EXISTING AND PROPOSED UTILITIES.
7. CONTRACTOR TO SUPPLY AUTOMATIC IRRIGATION SYSTEM, COMPLETE AND INSTALLED. SYSTEM TO INCLUDE ALL VALVES, PIPES,
HEADS, FITTINGS AND BACKFLOW CONTROLLER, AND TO PROVIDE 100% COVERAGE OF ALL SOD, SPRIG AND PLANTING BEDS. SEE
IRRIGATION PLANS FOR INFORMATION.
8. MULCH ALL PLANTING BEDS WITH PINE STRAW TO A 4" DEPTH.
9. CONTRACTOR VERIFIES THAT ALL PLANT MATERIAL IS DETERMINED AVAILABLE AS SPECIFIED WHEN BID/PROPOSAL IS SUBMITTED.
10. PLANT SCHEDULE WAS PREPARED FOR ESTIMATING PURPOSES. CONTRACTOR SHALL MAKE OWN QUANTITY TAKEOFFS USING
DRAWINGS TO DETERMINE QUANTITIES TO HIS SATISFACTION, REPORTING PROMPTLY ANY DISCREPANCIES WHICH MAY AFFECT BIDDING.
11. ROOT TYPE MAY BE FREELY SUBSTITUTED IN CASE OF BALLED-IN-BURLAP OR CONTAINER.. OTHER SPECIFICATIONS REMAINING
UNCHANGED, EXCEPT IN THE CASE OF CONTAINER GROWN SPECIMEN TREES AS INDICATED IN THE TREE PLANTING SCHEDULE.
12. AREAS SHOWN WITH SOD ARE APPROXIMATE. ADDITIONAL SOD MAY BE REQUIRED DURING INSTALLATION.
13. ALL TREE SHRUBS, & GROUNDCOVERS ARE TO BE GUARANTEED FOR A PERIOD OF 1 YEAR BEGINNING UPON ACCEPTANCE.
14. CONRACTOR IS RESPONSIBLE FOR STAKING ANY PLANT MATERIALS IN HIGH WIND SITUATIONS OR ANY OTHER THAT WOULD REQUIRE
STAKING. CONSULT L.A. FOR PROPER STAKING TECHNIQUES.
TREE W/ BERM (EXISTING SOIL MODIFIED)
SECTION VIEW
1
SHRUB - MODIFIED SOIL
SECTION VIEW
2
GROUNDCOVER
E
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SECTION VIEW
6" min.3
March 6, 2019
TREES QTY COMMON / BOTANICAL NAME CAL CONT.HEIGHT/SPREAD REMARKS
QUEV 21 Southern Live Oak 4"Cal B&B 12-15` H
Quercus virginiana
SHRUBS QTY COMMON / BOTANICAL NAME CONT.HEIGHT/SPREAD LQP REMARKS
ILLP 5 Anise Tree 7 gal 30-36"
Illicium parviflorum
ASPE 23 Cast Iron Plant 3 gal 15-18"
Aspidistra elatior
PODP 15 Dwarf Podocarpus 7 gal 24-30"
Podocarpus macrophyllus `Dwarf Pringles`
DIAT 45 Flax Lily 3 gal 10-12"
Dianella tasmanica
AZAF 15 Formosa Azalea 7 gal 30-36"
Azalea indica
HYDD 3 French Hydrangea 7 gal 24-30"
Hydrangea macrophylla `Dooley`
LIGJ 2 Japanese Privet 15 gal 4-5`
Ligustrum japonicum
RHAH 4 Needle Palm 15 gal 2-3`
Rhapidophyllum hystrix
PODO 45 Podocarpus 15 gal 30-36"
Podocarpus macrophyllus
VIBS 20 Sandankwa Viburnum 7 gal 30-36"
Viburnum suspensum
CAMS 1 Shell Pink Camellia 15 gal 3-4`
Camellia sasanqua `Jean May`
VIBO 6 Sweet Viburnum 7 gal 3-4`
Viburnum odoratissimum
VINE/ESPALIER QTY COMMON / BOTANICAL NAME CONT.HEIGHT/SPREAD LQP REMARKS
TRAJ 20 Confederate Jasmine 3 gal 2-3`
Trachelospermum jasminoides `Confederate`
GROUND COVERS QTY COMMON / BOTANICAL NAME CONT HEIGHT/SPREAD LQP SPACING REMARKS
TRAA 246 Asiatic Jasmine 1 gal 4-6"30" o.c.
Trachelospermum asiaticum `Asiatic`
DRYE 78 Autumn Fern 1 gal 10-12"30" o.c.
Dryopteris erythrosora
LIRS 114 Super Blue Liriope 1 gal 8-10"24" o.c.
Liriope muscari `Super Blue`
GRASSES QTY COMMON / BOTANICAL NAME CONT HEIGHT/SPREAD LQP SPACING REMARKS
MUHC 79 Pink Muhly 1 gal 12-15"30" o.c.
Muhlenbergia capillaris
PLANT SCHEDULE
March 27, 2019
April 25, 2019
May 12, 2019