HomeMy WebLinkAbout18-0128 - North End Phase 1 - L0.2 Landscape Development PlanBROAD SHADE TREES QTY BOTANICAL / COMMON NAME CONT CAL
GTI 17 GLEDITSIA TRIACANTHOS `SKYLINE` / SKYLINE HONEY LOCUST B&B 2.5"
LSR 10 LIQUIDAMBAR STYRACIFLUA `ROTUNDILOBA` TM / ROUND-LOBED SWEET GUM B&B 2.5"
PLA 14 PLATANUS X ACERIFOLIA `BLOODGOOD` / LONDON PLANE TREE B&B 2.5"
QBI 16 QUERCUS BICOLOR / SWAMP WHITE OAK B&B 2.5"
QMU 24 QUERCUS MACROCARPA `URBAN PINNACLE` / URBAN PINNACLE OAK B&B 2.5"
QRN 4 QUERCUS RUBRA / RED OAK B&B 2.5"
UPE 4 ULMUS PARVIFOLIA / CHINESE ELM B&B 2.5"
UFR 9 ULMUS X `FRONTIER` / AMERICAN ELM B&B 2.5"
NARROW SHADE TREES QTY BOTANICAL / COMMON NAME CONT CAL
COP 32 CELTIS OCCIDENTALIS `PRAIRIE SENTINEL` / PRAIRIE SENTINEL HACKBERRY B&B 2.5"
GBP 26 GINKGO BILOBA `PRINCETON SENTRY` / PRINCETON SENTRY GINKGO B&B 2.5"
QRC 6 QUERCUS X `CRIMSONSPIRE` / CRIMSONSPIRE OAK B&B 2.5"
UNDERSTORY TREES QTY BOTANICAL / COMMON NAME CONT CAL
AGR 16 AMELANCHIER ARBOREA `AUTUMN BRILLIANCE` / DOWNY SERVICEBERRY B&B 1.5"
CCE 12 CERCIS CANADENSIS `FOREST PANSY` TM / FOREST PANSY REDBUD B&B 1.5"
CKA 6 CORNUS KOUSA `HEARTTHROB` / HEARTTHROB KOREAN DOGWOOD B&B 1.5"
CVW 19 CRATAEGUS VIRIDIS `WINTER KING` / `WINTER KING` HAWTHORN B&B 1.5"
PSK 2 PRUNUS X `KWANZAN` / KWANZAN CHERRY B&B 1.5"
SHRUBS QTY BOTANICAL / COMMON NAME CONT
CSP 6 CHAENOMELES X `DOUBLE TAKE` TM / DOUBLE TAKE QUINCE 3 GAL.
CAS 48 CORNUS SERICEA / RED TWIG DOGWOOD 3 GAL.
HQR 142 HYDRANGEA QUERCIFOLIA `RUBY SLIPPERS` / RUBY SLIPPERS HYDRANGEA 3 GAL.
ICR 46 ILEX CRENATA `SOFT TOUCH` / SOFT TOUCH JAPANESE HOLLY 3 GAL.
IVL 4 ITEA VIRGINICA `LITTLE HENRY` TM / VIRGINIA SWEETSPIRE 3 GAL.
MAO 107 MAHONIA AQUIFOLIUM `ORANGE FLAME` / OREGON GRAPE 3 GAL.
MPM 9 MYRICA PENSYLVANICA / NORTHERN BAYBERRY 3 GAL.
PHO 16 PHYSOCARPUS OPULIFOLIUS `LEMON CANDY` / LEMON CANDY DWARF NINEBARK 3 GAL.
RAG 39 RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC 3 GAL.
RRA 25 ROSA X `KNOCKOUT` TM / ROSE 3 GAL.
VOC 27 VIBURNUM OPULUS `COMPACTUM` / COMPACT EUROPEAN CRANBERRYBUSH 3 GAL.
PLANT SCHEDULE
IIND ANA
LA80880018
No.
STATE O F
CHECKED BY:
PROJECT NO.:DATE:
DRAWN BY:
SHEET TITLE:
SHEET NO.:
TOTAL SHEETS:NO.DATEDESCRIPTIONCOPYRIGHTED BY SHREWSBERRY AND ASSOCIATESREVISIONS
MH DD
3/18/2020 18-0128
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7321 SHADELAND STATION, INDIANAPOLIS IN 46256
(p) 317.841.4799 (f) 317.841.4790
shrewsusa.com
DRAWING STATUS:
CONSTRUCTION PLANSHAMILTON COUNTYCARMEL, INDIANANORTH END - PHASE 1102/19/20INITIAL CONSTRUCTION PLAN SUBMITTAL TO CARMEL FOR REVIEWPR
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N203/20/20CITY OF CARMEL RESUBMITTALL0.2
LANDSCAPE DEVELOPMENT
GENERAL NOTES AND
SCHEDULE
1.CONSTRUCTION EQUIPMENT MAY CAUSE SOIL DAMAGE SUCH AS PUMPING AND GENERAL DETERIORATION OF SHALLOWER SOILS IF
EXCESS SURFACE WATER IS PRESENT. TAKE PRECAUTIONARY STEPS DURING CONSTRUCTION TO PREVENT SOIL DAMAGE.
2.CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.
3.PROMPTLY NOTIFY OWNER'S REPRESENTATIVE IF UNSATISFACTORY SUB-GRADE CONDITIONS OR MATERIALS ARE ENCOUNTERED. NO
PAYMENT WILL BE MADE FOR ADDITIONAL WORK INITIATED WITHOUT PRIOR WRITTEN AUTHORIZATION BY THE OWNER'S
REPRESENTATIVE.
4.CONTRACTOR SHALL TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT.
VERIFYING FIELD LOCATIONS OF EXISTING UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. FIELD LOCATIONS OF EXISTING
UTILITIES SHALL BE DETERMINED EITHER BY AN AUTHORIZED REPRESENTATIVE OF THE UTILITY OR A PRIVATE UNDERGROUND UTILITY
LOCATER SERVICE PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM UTILITY COVER REQUIREMENTS BY THE UTILITY. MAINTAIN
MINIMUM UTILITY COVER REQUIREMENTS DURING CONSTRUCTION WITHOUT DAMAGING UTILITIES.
5.SMOOTHLY FEATHER PROPOSED GRADES INSIDE CONSTRUCTION LIMITS OR GRADING BOUNDARIES WITH EXISTING GRADES TO REMAIN.
6.FINE GRADE ALL SURFACES TO ACHIEVE POSITIVE DRAINAGE WITH MINIMUM 2% CROSS SLOPE ON WALKS AND PAVEMENTS UNLESS
NOTED OTHERWISE.
7.CONTRACTOR SHALL BACKFILL AND PLACE ENGINEERED FILL MATERIAL FOR PAVEMENT AREAS AS REQUIRED TO ACHIEVE FINISH
GRADES AS SHOWN ON THE DRAWINGS.
8.CONTRACTOR SHALL BACKFILL AND PLACE TOPSOIL AND PLANTING SOIL BACKFILL FOR LAWN AREAS AS REQUIRED TO ACHIEVE
PROPOSED FINISH GRADES SHOWN ON DRAWINGS IN EXISTING PAVEMENT REMOVAL AREAS REPLACED BY LAWN AREAS BACKFILL WITH
2' OF TOPSOIL TO MATCH EXISTING GRADES. REFERENCE LANDSCAPE DRAWINGS FOR SOIL REQUIREMENTS.
9.CONTRACTOR SHALL REMOVE AND DISPOSE OF EXCESS EXCAVATED SOIL MATERIALS OFF-SITE IN ACCORDANCE WITH REQUIREMENTS
OF AUTHORITIES HAVING JURISDICTION.
GRADING & DRAINAGE NOTES
GENERAL SITE NOTES
1.THE CONTRACT DOCUMENTS CONSIST OF THESE DRAWINGS AND SEPARATELY BOUND PROJECT MANUAL INCLUDING
INTRODUCTORY INFORMATION, BIDDING REQUIREMENTS, CONTRACT PROVISIONS, GENERAL CONDITIONS, AND TECHNICAL
SPECIFICATIONS.
2.TOPOGRAPHIC AND SURVEY BASE INFORMATION REPRESENTATIVE OF EXISTING SITE CONDITIONS HAS BEEN OBTAINED FROM A
TOPOGRAPHIC SURVEY PREPARED BY SCHNEIDER ENGINEERING & SURVEYING. SHREWSBERRY ASSOCIATES CLAIMS NO
RESPONSIBILITY FOR THE ACCURACY OF THE BASE INFORMATION PROVIDED BY OTHERS.
3.VERIFY DRAWING INFORMATION WITH EXISTING SITE CONDITIONS. PROMPTLY REPORT CONCEALED CONDITIONS,
DISCREPANCIES, AND DEVIATIONS IN EXISTING CONDITIONS FROM INFORMATION SHOWN IN CONTRACT DOCUMENTS. THE
OWNER SHALL NOT BE RESPONSIBLE FOR UNAUTHORIZED CHANGES OR EXTRA WORK REQUIRED TO CORRECT UNREPORTED
DISCREPANCIES.
4.SECURE AND PAY FOR PERMITS, FEES AND INSPECTIONS NECESSARY FOR PROPER EXECUTION OF THE WORK. COMPLY WITH
CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION APPLICABLE TO THIS WORK.
5.CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION
OPERATIONS.
6.ANY MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER AS REQUIRED BY
AUTHORITIES HAVING JURISDICTION, AND LOCAL LAWS AND ORDINANCES.
7.DAMAGES TO EXISTING IMPROVEMENTS, EXCAVATION AND / OR REMOVAL OF ANY EXISTING IMPROVEMENTS TO REMAIN DURING
CONSTRUCTION SHALL BE KEPT TO A MINIMUM. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE
RESTORED, RECONSTRUCTED OR REPLACED BY CONTRACTOR, WITH NO ADDITIONAL PAYMENT MADE.
8.PROVIDE SMOOTH TRANSITION FROM NEW CONSTRUCTION TO EXISTING CONSTRUCTION TO REMAIN AS INDICATED ON
DRAWINGS AND AS NECESSARY.
9.ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF
AUTHORITIES HAVING JURISDICTION.
6.ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR
WORKER SAFETY.
7.CONTRACTOR SHALL INSPECT AND CLEAN SITE DAILY AND REMOVE ALL MUD, DIRT, GRAVEL, AND LOOSE MATERIALS TRACKED,
DUMPED, SPILLED OR WIND BLOWN FROM THE CONSTRUCTION SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE
STREETS OR ROADS, DRIVEWAYS, YARDS, OR SIDEWALKS. THE CONTRACTOR SHALL SPRAY WITH A FINE MIST WATER SPRAY
AS NEEDED TO REDUCE AIRBORNE DUST DURING CONSTRUCTION.
8.CONTRACTOR SHALL PROVIDE AT THEIR EXPENSE, VEHICULAR AND PEDESTRIAN CONTROL DEVICES AND METHODS AS
REQUIRED TO MAINTAIN TEMPORARY TRAFFIC CONTROL MEETING REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.
VERIFY MAINTENANCE OF TRAFFIC REQUIREMENTS WITH OWNERS REPRESENTATIVE CONTRACTOR SHALL MAINTAIN MINIMUM
ACCESS REQUIREMENTS FOR EMERGENCY VEHICLES DURING CONSTRUCTION AS DETERMINED BY AUTHORITIES HAVING
JURISDICTION. THIS SHALL INCLUDE PROVISIONS FOR UNINTERRUPTED EMERGENCY ACCESS DURING CONSTRUCTION TO EACH
ACCESSIBLE BUILDING ENTRY.
9.CONTRACTOR SHALL MAINTAIN PUBLIC ACCESS TO PUBLIC RIGHTS OF WAY AND PARKING. COORDINATE MAINTENANCE OF
TRAFFIC AND TEMPORARY CLOSURES WITH OWNER'S REPRESENTATIVE.
1.PROVIDE CONCRETE EXPANSION JOINTS ADJACENT TO EXISTING PAVEMENT OR STRUCTURES. INCLUDING, BUT NOT LIMITED TO:
WALKS, STOOPS, BUILDING WALLS, BUILDING ENTRIES, RETAINING WALLS, FOUNDATIONS, FOOTINGS, ACCESS DOORS, ETC.
2.CURB ADJACENT TO ASPHALT PAVEMENT SHALL HAVE CONTROL JOINTS AT 15' ON-CENTER AND EXPANSION JOINTS AT 60'
ON-CENTER SPACING AND AT TANGENT POINTS OF RADII LESS THAN 100'.
3.CURB ADJACENT TO CONCRETE SIDEWALK OR PAVEMENTS SHALL HAVE CONTROL AND EXPANSION JOINTS ALIGNED WITH
SIDEWALK OR PAVEMENT JOINTS.
4.CURB CONTROL JOINTS SHALL BE 3" DEEP SAW CUT JOINTS MADE WITHIN 48 HOURS OF CONCRETE PLACEMENT.
5.PLACE 12" LONG DOWEL BARS AT ALL CURB EXPANSION JOINTS.
6.PROVIDE 8" LONG TIE BARS AT 30" ON-CENTER WHERE CURB ABUTS ADJACENT CONCRETE PAVEMENT.
7.CONNECT NEW CONCRETE CURB TO EXISTING CONCRETE CURB WITH 12" LONG DOWELS WITH 6" MINIMUM EMBEDMENT IN
EXISTING CURB.
8.SECTION CONCRETE SIDEWALK AND PAVEMENT TO OBTAIN APPROXIMATELY SQUARE SECTIONS UNLESS NOTED OTHERWISE.
9.SIDEWALKS SHALL RECEIVE A MEDIUM BROOM FINISH PERPENDICULAR TO THE LINE OF PEDESTRIAN FLOW UNLESS NOTED
OTHERWISE. COORDINATE JUNCTIONS WITH INTERSECTING WALKS AND CONTROL AND EXPANSION JOINT SPACING WITH THE
OWNER'S REPRESENTATIVE IN THE FIELD PRIOR TO CONCRETE PLACEMENT.
10.ACCESSIBLE RAMPS AND SIGNS SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.
MATERIALS AND FINISH NOTES
1.DO NOT SCALE DRAWINGS TO DETERMINE LAYOUT INFORMATION.
2.THE CONTRACTOR SHALL VERIFY DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ELEVATIONS AND DIMENSIONS THROUGHOUT CONSTRUCTION. IF
DISCREPANCIES ARE FOUND BETWEEN THE CONSTRUCTION DOCUMENTS AND EXISTING FIELD CONDITIONS, THE CONTRACTOR
SHALL CONTACT THE OWNER'S REPRESENTATIVE IMMEDIATELY FOR INSTRUCTION BEFORE PROCEEDING.
3.CONTRACTOR SHALL STAKE AND VERIFY DIMENSIONS IN FIELD PRIOR TO INITIATING CONSTRUCTION ACTIVITIES. OBTAIN
OWNER'S REPRESENTATIVE APPROVAL BEFORE STARTING CONSTRUCTION. REVIEW ANY DISCREPANCIES BETWEEN DRAWINGS
AND ACTUAL FIELD DIMENSIONS IMMEDIATELY WITH THE OWNER'S REPRESENTATIVE FOR RESOLUTION. NO ADDITIONAL
PAYMENT WILL BE MADE FOR ADJUSTMENTS NECESSARY TO CORRECT WORK NOT CONSTRUCTED AS DRAWN.
4.CONTRACTOR SHALL MAINTAIN LAYOUT STAKES DURING CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE MADE TO REPLACE
BROKEN, MISSING OR DISLOCATED LAYOUT STAKES.
5.DIMENSIONS SHALL BE TO THE FACE OF CURB. DIMENSIONS TO PAVEMENTS SHALL BE TO THE EDGE OF PAVEMENT.
6.DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED
OTHERWISE.
7. RADII SHALL BE FORMED AS CIRCULAR ARCS. ALL CURVES AND ARCS SHALL INTERSECT OTHER CURVES AND LINES AT POINTS
OF TANGENCY TO FORM SMOOTH TRANSITIONS UNLESS NOTED OTHERWISE.
8.STRIPING ASSOCIATED WITH PARKING STALLS AND LOADING ZONES SHALL BE THE FOLLOWING: ACCESSIBLE PARKING STALLS -
4" WIDE PAINTED BLUE, PARKING STALLS AND LOADING ZONES - 4' WIDE PAINTED WHITE.
9.REFER TO LANDSCAPE PLANS FOR LAYOUT OF TREES, SHRUBS, PLANTING BEDS AND LAWN AREAS.
10.REFER TO DRAINAGE AND UTILITY PLANS FOR UNDERGROUND UTILITY IMPROVEMENTS.
LAYOUT NOTES
1.IN CASE OF DISCREPANCIES BETWEEN THE LANDSCAPE PLAN AND THE PLANT SCHEDULE, THE PLAN SHALL DICTATE.
2.PLANTS AND OTHER MATERIALS ARE QUANTIFIED AND SUMMARIZED FOR THE CONVENIENCE OF THE OWNER ONLY. CONFIRM AND
INSTALL SUFFICIENT QUANTITIES TO COMPLETE THE WORK AS DRAWN. NO ADDITIONAL PAYMENTS WILL BE MADE FOR MATERIALS
REQUIRED TO COMPLETE THE WORK AS DRAWN.
3.CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS AND FEES THAT MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION
FOR THIS PORTION OF THE WORK.
4.STAKE TREE AND SHRUB LOCATIONS AND PLANTING BED LAYOUT FOR APPROVAL BY OWNER'S REPRESENTATIVE BEFORE
PLANTING OPERATIONS ARE TO PROCEED. TREE AND SHRUB LOCATIONS SHALL BE MARKED WITH A STAKE BEARING A LEGIBLE
NOTE INDICATING VARIETY AND SIZE OF TREE. PLANTING BED EDGES SHALL BE MARKED WITH A HIGHLY VISIBLE PAINT LINE.
STAKES SHALL BE REMOVED PRIOR TO SUBSTANTIAL COMPLETION. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE
MINOR ADJUSTMENTS TO PLANT LOCATIONS. PLANT MATERIAL INSTALLED IN INCORRECT LOCATIONS (IN THE OPINION OF THE
OWNER'S REPRESENTATIVE) SHALL BE REINSTALLED AT NO ADDITIONAL COST TO THE OWNER.
5.DO NOT LOCATE PLANTS WITHIN 10' OF UTILITY STRUCTURES OR WITHIN 5' HORIZONTALLY OF UNDERGROUND UTILITY LINES
UNLESS NOTED OTHERWISE ON DRAWINGS.
6.SUBSTITUTIONS OF PLANT MATERIALS SHALL NOT BE ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTIFY
THE LANDSCAPE ARCHITECT PRIOR TO THE BID IN WRITING. PRIOR WRITTEN APPROVAL OF THE WEST LAFAYETTE GREENSPACE
ADMINISTRATOR IS REQUIRED FOR ANY SUBSTITUTION REQUESTS. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT
IDENTIFICATION AT NURSERY OR CONTRACTOR'S OPERATIONS PRIOR TO MOVING TO THE SITE. PLANT MATERIAL MAY ALSO BE
INSPECTED AND APPROVED OR REJECTED AT THE PROJECT SITE. OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REJECT
PLANT MATERIALS NOT MEETING PROJECT REQUIREMENTS.
7.CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING OF ANY PLANTS THEY FEEL MAY NOT SURVIVE IN LOCATIONS
NOTED ON PLANS.
8.CONTRACTOR SHALL INSPECT SOIL MEDIUM USED IN THE PLANTING AREAS AND PLANTING PITS AND VERIFY IT'S SUITABILITY FOR
THE PLANT MATERIAL. PLANTING SOIL MEDIUM SHALL BE NON-COMPACTED AND FREE FROM ROCKS, STONE, STUMPS, RUBBISH,
BROKEN CONCRETE, AND OTHER MATERIAL DELETERIOUS TO PLANT MATERIAL ESTABLISHMENT.
9.SOIL TYPE SPECIFICATION. TREE PLANTINGS IN PUBLIC RIGHT OF WAY PROVIDE 300 C.F. OF STRUCTURAL SOIL PER TREE.
BIO-RETENTION BASINS IN COMMON AREAS AND PARKING AREA BIO-BASINS SHALL CONSIST OF 12" THICKNESS OF LOAMY SAND
PLANTING SOIL. PLANTING SOIL BACKFILL AT TREES, SHRUBS, GRASSES, AND PERENNIALS AS SHOWN ON DETAILS SHALL CONSIST
OF STOCKPILED TOPSOIL, COMPOST, SAND, AND SOIL AMENDMENTS.
10. APPLY PRE-EMERGENT HERBICIDE IN PLANTING BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT.
11.PLANT MATERIAL SHALL MEET CURRENT REQUIREMENTS OF AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 260.1 NURSERY
STANDARDS.
12.PLANTS AND OTHER PLANTING MATERIAL MAY BE STORED ON-SITE. PLANTS AND PLANTING MATERIAL TEMPORARILY STORED
SHALL BE STORED OUT OF THE SUN AND AWAY FROM CONSTRUCTION OPERATIONS.
13.PLANT MATERIAL SHALL BE PLANTED AT THE SAME DEPTH AS GROWN IN THE NURSERY.
14.INSTALL TREES IN SAME ORIENTATION AS GROWN IN THE NURSERY. MARK NORTH SIDE OF TREES WITH INDELIBLE MARK AT
NURSERY PRIOR TO DIGGING.
15.PLANTING BEDS AND TREE MULCH RINGS SHALL HAVE A SHOVEL CUT SPADED EDGE VERTICALLY CUT TO A DEPTH OF 3" UNLESS
NOTED OTHERWISE. CURVED PLANTING BED EDGES SHALL HAVE SMOOTH CURVES AND NOT BE SEGMENTED.
16.DO NOT STAKE AND GUY TREES LESS THAN 2 1
2" CALIPER UNLESS REQUIRED TO PREVENT WIND TIP-OUT FOR PROPER TREE
STABILIZATION. PROMPTLY RESET AND STAKE AND GUY TREES FOLLOWING WIND TIP-OUT.
17.PROVIDE TREE WRAP TAPE IMMEDIATELY FOLLOWING TREE INSTALLATION FOR ALL THIN-BARKED TREES.
18.TREE MULCH RINGS AND PLANTING BEDS SHALL BE COVERED WITH A 2" THICKNESS OF SHREDDED HARDWOOD BARK MULCH.
BARK MULCH SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND BE UNIFORM IN COLOR AND TEXTURE. UTILITY MULCH OR
PROCESS TREE TRIMMINGS WILL NOT BE ALLOWED.
19.TREE MULCH RINGS IN LAWN AREAS SHALL HAVE A 5' DIAMETER UNLESS NOTED OTHERWISE ON DRAWINGS.
20.THE CONTRACTOR SHALL WEED, WATER, AND MAINTAIN ALL PLANT MATERIAL UNTIL END OF REQUIRED MAINTENANCE PERIOD AND
FINAL ACCEPTANCE BY THE OWNER.
21.CONTRACTOR SHALL GUARANTEE AND WARRANTY PLANT MATERIALS FOR A PERIOD OF ONE FULL YEAR FOLLOWING PLANTING
SUBSTANTIAL COMPLETION.
22.LAWN SEED OR SOD LIMITS ARE APPROXIMATE. SOW SEED OR LAY SOD TO LIMITS OF GRADING AND DISTURBANCE. CONTRACTOR
SHALL BE RESPONSIBLE FOR RESTORATION OF UNAUTHORIZED DISTURBANCE OUTSIDE CONSTRUCTION LIMITS.
23.CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL IN ALL LAWN AND PLANTING AREAS. PROTECT DISTURBED AREAS
WITHIN 24 HOURS OF DISTURBANCE. DO NOT DISTURB MORE AREA THAN CAN BE COMPLETED AND PROTECTED WITHIN 24 HOURS.
PLANTING NOTES