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HomeMy WebLinkAboutFinal Approved Revised Plan 251222_25255 ST 67 HUCKLEBERRY LN-24X36 stampedD D E WF BVW-3 WF BVW-2 WF BVW-4 WF BVW-5 WF BVW-6 WF BVW-7 WF BVW-8 WF BVW-9 WF BVW-10 WF BVW-12 BZ 50 BZ 5 0 BZ 5 0 B Z 5 0 B Z 5 0 B Z 5 0 BZ 50BZ 50 BZ 5 0 BZ 50BZ 50D D D D D D D S78° 04' 19"W 100.00'S11° 55' 41"E102.00'N78° 04' 1 9 " E 100.00'N11° 55' 41"W102.00'N/FSAND SHORES ASSOC. INC.68 BLUEBERRY LN.102-119N/F WILFRED J. HARRIGAN JR. 57 HUCKLEBERRY LN. 102-203 ASSESSORS PARCEL 102-188 AREA: 10,200 SF± (0.23 AC) IP FND. HELD 7.2' 29.6' N/F STEVEN P. CHALKE, ET UX 77 HUCKLEBERRY LN. 102-129 WE T L A N D S EXISTINGDWELLING#67GROUND LEVEL720 SF±WOOD DECK W W APROX. SEPTIC HUCKLEBERRY LANE(40' ROW)EX.GRAVEL DRIVE WF BVW-11 4 8 484 9 50 51 52 53 5 455 56575 8 5 9 6 0 61 62 63 56 57 58 4849505152 5 3 5 4 55 56 51.0 51.0 54.5 57.057.0 57.0 57.0 51.5 51.0 RESTORE EXCAVATED SLOPE W/ MODULAR CONCRETE BLOCK WALL W/ PARKING BARRIER OR FENCE (SEE STRUCTURAL PLANS) TOP OF WALL EL.: 57.0' LOWEST BOT OF WALL EL.: 51.0' CONCRETE STEPS W/ HANDRAIL AND LANDING (60 SF OF SURFACE AREA) MULCH FILLED SILT SOCK ALONG WETLAND EDGE TO STABILIZE SLOPE SSSSSSSSSSSSSSSSREMOVE ROCKS/BOULDERS IN RESTORATION AREA IF REQUIRED 18 SHRUBS - 8 FT ON CENTER (SEE SCHEDULE) BANK RESTORATION: NATIVE SHRUBS W/ RESTORATION MIX OUTSIDE PLANT DRIP LINE - 1,000 SF± PROPOSED DRYWELL 300 GAL. VOLUME FOR DRIVEWAY RUNOFF RIM: 56.5', BOT. STRUCTURE.: 51.5' 18.8' 14.8' EXISTING FENCE TO REMAIN SINGLE RAIL FENCE OR CONSERVATION APPROVED EQUAL ALONG RESTORATION AREA (in feet) GRAPHIC SCALE 010 5 10 20 40 1 INCH = 10 FEET 12/04/25 JL JM PER TOWN CONSERVATION AGENT www.strongtree.engineering Ph: (774) 559-3942 P.O. Box 62 Sagamore Beach, MA 02562 STRONG TREE ENGINEERING Revisions CHECKREV.DATE BY DESCRIPTION 1 2 3 4 5 Sheet Number: Project Number: PROJECT: Sheet : SHEET TITLE: PREPARED FOR: Date: PROPOSED RESTORATION PLAN 1 1of 1 11-13-2025 Certification: File Name: G:\My Drive\Projects\2025\25255 67 Huckleberry Ln Marstons Mills MA NOI\Drawings\25255 ST 67 HUCKLEBERRY LN.dwg Saved 12/22/2025 1:16 PM Plotted: Dec 22, 2025 1:17:12pm Tab: 24X36 Plotted By: Justin Lamoureux PROPERTY OR ROW CONTOUR - MAJOR EASEMENT LINE TREE LINE SETBACK LINE DRAIN PIPE EDGE OF PAVEMENT CURB WALL - RETAINING OVERHEAD WIRE CONTOUR - MINOR GUARD RAIL ABUTTING LOT FEMA FLOOD ZONE NAT. HERITAGE BOUNDARY WETLAND BOUNDARY WETLAND 50 BUFFER WALL - STONE WATER LINE WETLAND 100 BUFFER FLOOD BZ 50 BZ 100 BUILDING RIP RAP 44 50 LEGEND DRAIN MANHOLE BOUNDARY GV 100 WV SV CB WF ROCK EXISTING TREE EXISTING SHRUB BENCHMARK CONTROL POINT HYDRANT SIGN SPOT GRADE MAIL BOX GAS VALVE SEWER VALVE WATER VALVE UTILITY BOX TEST PIT UTILITY POLE W/GUY SEWER MANHOLE WETLAND FLAG CATCHBASIN ELECTRIC MANHOLE TELEPHONE MANHOLE MANHOLE TV BOX FLARED END OUTLET RIP RAP APRON BORING EXISTING EVERGREEN TREE S E T MH D TP HY DUP TV B# FENCE SYMBOLS LOOSEN ROOTS SCORE ROOTBALL IF POT-BOUND REMOVE CONTAINER CONTAINER PLANT ROOTBALL TREATMENT NOT TO SCALE GENERAL PLANTING NOTES: 1.THE FOLLOWING NOTES ARE PROVIDED AS GENERAL PLANTING GUIDELINES ONLY. THOROUGHLY REVIEW THE PROJECT SPECIFICATIONS FOR ALL LANDSCAPE REQUIREMENTS PRIOR TO THE COMMENCEMENT OF ANY LANDSCAPE WORK. SUBMIT ANY QUESTIONS OR CLARIFICATIONS REQUIRED AT A MINIMUM OF 30 DAYS PRIOR TO ORDERING ANY MATERIALS OR BEGINNING ANY LANDSCAPE CONSTRUCTION. 2.FURNISH AND INSTALL ALL PLANTS AS SHOWN ON THE DRAWINGS AND IN THE SIZE AND QUANTITIES SPECIFIED ON THE PLANTING SCHEDULE. PLANT SUBSTITUTION SELECTION MUST BE APPROVED PRIOR TO INSTALLATION. 3.ALL PLANTS TO COMPLY WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." LATEST EDITION, PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION INC. 4.PLANTS TO BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT FOR AT LEAST TWO (2) YEARS. USE HEALTHY NURSERY GROWN PLANS, FREE OF DISEASE, INSECTS, AND PESTS. EGGS OR LARVAE, AND HAVE A WELL DEVELOPED ROOT SYSTEM. 5.INSTALL PLANTS WITHIN ONE (1) WEEK OF PURCHASE. IF PLANTS ARE TO BE STORED AT THE SITE PRIOR TO PLANTING, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THEY ARE PROPERLY MAINTAINED, WATERED, AND REMAIN HEALTHY. 6.PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED WEATHER CONDITIONS PERMIT. SUBMIT TO THE LANDSCAPE ARCHITECT IN WRITING THE PROPOSED PLANTING SCHEDULE. OBTAIN APPROVAL OF PLANTING SCHEDULE FROM THE LANDSCAPE ARCHITECT PRIOR TO PERFORMING ANY WORK. 7.SEASONS FOR PLANTING: APRIL 15 TO JUNE 1 SEPTEMBER 15 TO NOVEMBER 15 8.PLANTING UNDER FROZEN CONDITIONS IN EITHER THE SPRING OR FALL WILL NOT BE PERMITTED. PLANTING BEFORE OR AFTER THE ABOVE REFERENCED PLANTING DATES WILL INCREASE THE LIKELIHOOD OF PLANT OR GRASS SEED ESTABLISHMENT FAILURE. ANY DEVIATION FROM THE ABOVE REFERENCED PLANTING DATES IS UNDERTAKEN AT SOLE RISK OF THE CONTRACTOR AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY ADDITIONAL MAINTENANCE AND WATERING WHICH MAY BE REQUIRED TO ENSURE SATISFACTORY PLANT AND SEED ESTABLISHMENT. 9.FURNISH ONE YEAR MANUFACTURER WARRANTY FOR TREES, PLANTS, AND GROUND COVER AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE, NEGLECT, OR ABUSE BY OWNER, OR ABNORMAL WEATHER CONDITIONS UNUSUAL FOR WARRANTY PERIOD. THE DATE OF FINAL ACCEPTANCE OF ALL COMPLETED PLANTING WORK ESTABLISHES THE END OF INSTALLATION AND INITIAL MAINTENANCE PERIOD AND THE COMMENCEMENT OF THE GUARANTEE PERIOD. 10.INSPECT ALL AREAS TO BE PLANTED OR SEEDED PRIOR TO STARTING ANY LANDSCAPE WORK. REPORT ANY DEFECTS SUCH AS INCORRECT GRADING, INCORRECT SUBGRADE ELEVATIONS OR DRAINAGE PROBLEMS, ETC. PRIOR TO BEGINNING WORK. COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF SUBGRADE AREAS TO BE PLANTED. 11.BALL AND BURLAP: REMOVE BURLAP AND WIRE BASKETS FROM TOPS OF BALLS AND FROM TOP HALF OF ROOTBALL AS INDICATED ON DRAWINGS. REMOVE PALLETS, IF ANY, BEFORE SETTING. 12.POTTED PLANTS: REMOVE THE PLANT FROM THE POT AND LOOSEN OR SCORE THE ROOTS BEFORE PLANTING TO PROMOTE OUTWARDS ROOT GROWTH INTO THE SOIL. 13.PLUGS: PLANT UPRIGHT AND NOT AT AN ANGLE. DIG PLANTING HOLES LARGE ENOUGH AND DEEP ENOUGH TO ACCOMMODATE THE ENTIRE ROOT MASS. PLANT PLUGS WITH NO TWISTED OR BALLED ROOTS AND WITH NO ROOTS EXPOSED ABOVE THE GRADE LINE. HAND PACK THE SOIL AROUND THE ENTIRE PLUG ROOT MASS. 14.DIG THE THE PLANTING HOLE TO THE SAME DEPTH AS THE ROOT BALL AND TWO TO THREE TIMES WIDER. SCORE ALL SIDES OF THE HOLE, PLACE THE PLANT IN THE HOLE SO THE TOP OF ROOT BALL IS EVEN WITH SOIL SURFACE. FILL THE HOLE HALFWAY AND THEN ADD WATER ALLOWING IT TO SEEP INTO BACK FILLED MATERIAL. BE SURE TO REMOVE ALL AIR POCKETS FROM BACK FILLED SOIL. DO NOT SPREAD SOIL ON TOP OF THE ROOTBALL. IF SOIL IS EXTREMELY POOR, REPLACE BACK FILL WITH GOOD QUALITY TOP SOIL. AMEND THE SOIL, AS NECESSARY. 15.CREATE A 2" TO 4" BERM AROUND THE EDGE OF PLANTING HOLE WITH REMAINING SOIL TO RETAIN WATER. 16.REMOVE ALL PLANT TAGS AND FLAGS FROM THE PLANTS. 17.DO NOT USE NITROGEN CONTAINING FERTILIZERS, PESTICIDES OR CHEMICALS DURING PLANTING AND MAINTENANCE OF THE LANDSCAPING OR LAWN AREAS. ADDITIONALLY, DO NOT USE PESTICIDES OR HERBICIDES CONTAINING INORGANIC COMPOUNDS OR SYNTHETIC ORGANIC COMPOUNDS OR VOLATILE ORGANIC COMPOUNDS . IF ADDITIVES ARE DEEMED NECESSARY THEY MUST BE APPROVED BY THE CONSERVATION DEPARTMENT. WATERING NOTES: 1.PROVIDE PROPER PLANT CARE, MAINTENANCE AND WATERING ON SITE UNTIL SUCH TIME AS THE LANDSCAPING IS ACCEPTED BY THE PROPERTY OWNER AS SATISFACTORY PER THE SPECIFICATIONS OR AS DETERMINED BY ANY WRITTEN AGREEMENTS BETWEEN THE CONTRACTOR AND PROPERTY OWNER. 2.ESTABLISH AN APPROPRIATE WATERING SCHEDULE FOR ALL PLANT MATERIAL BASED UPON PLANT SPECIES REQUIREMENTS AND PROVIDE IN WRITING TO THE LANDSCAPE ARCHITECT AND OWNER FOR REVIEW AND APPROVAL, ADHERE TO THE APPROVED SCHEDULE UNTIL PLANTS ARE FULLY ESTABLISHED. 3.AT A MINIMUM THE NEWLY SEEDED AND/OR HYDROSEEDED LAWNS SHOULD BE WATERED 2-3 TIMES A DAY. SPECIAL CARE SHOULD BE TAKEN TO ENSURE THAT THE LAWN IS NOT SATURATED DURING WATERING. A TEMPORARY IRRIGATION SYSTEM OR HANDHELD GARDEN HOSE SHALL BE USED FOR WATERING SEEDED AREAS. THE AREA MUST BE MAINTAINED CONSISTENTLY MOIST FOR THE BEST GERMINATION RESULTS. ADDITIONAL WATERING WILL BE REQUIRED IF PLANTING AND SEEDING OCCUR OUTSIDE OF THE RECOMMENDED PLANTING SEASONS. MITIGATION / RESTORATION PLANTING SCHEDULE: Number:Size:Species 5 2 Gal.Clethra alnifolia - Sweet Pepper Bush 5 2 Gal.Vaccinium corymbosum - High Bush Blueberry 4 2 Gal.Viburnum cassinoides - Withered Viburnum 4 2 Gal.Ilex glabra- Inkberry SPACING: 8' O.C. PER PLAN VIEW SUBSTITUTES: ONLY DESIGNER APPROVED LOCAL NATIVE PLANTS SEEDING FOR DISTURBED LAWN AREAS: RESTORATION MIX, COLONIAL SEED STABILIZER MIX OR EQUAL. RESTORATION AREAS: NEW ENGLAND CONSERVATION / WILDLIFE MIX (NE WETLAND PLANTS INC) OR APPROVED EQUAL PLAN VIEWSECTION AREA TO BE PROTECTED NOTES: 1.FOLLOWING CONSTRUCTION AND SITE STABILIZATION, ALL SEDIMENT/GRAVEL COLLECTED BY THE BARRIER TO BE REMOVED AND DISPOSED OF OFF SITE. SOCK NETTING TO BE REMOVED AND DKSPOSED OF OFF SITE. INTERIOR SOCK MATERIAL TO BE REMOVED OR DISPERSED ON SITE, AS APPROVED BY THE ENGINEER. SILT SOCK DETAIL NOT TO SCALE 12"± WORK AREA WATER FLOW WORK AREA TWO - 2" x 2" WOOD STAKES SILT SOCK SOCK (8" MIN.) STAKE MAX 10' O.C. SPACING SOCK AREA TO BE PROTECTED RESTORATION SPECIFICATIONS: THE FOLLOWING SPECIFICATIONS ARE TO BE USED DURING CONSTRUCTION UNLESS OTHERWISE COORDINATED WITH THE MUNICIPALITY AND ENGINEER/ARCHITECT. 1.INSTALL MASS DEP SIGN WITH FILE NUMBER ON SITE PER ORDER OF CONDITIONS OR ENFORCEMENT. 2.INSTALL EROSION AND SEDIMENTATION BARRIERS (STRAWBALES, SILT SOCK, SILT FENCE, ETC.) AS INDICATED ON DRAWINGS AND STAKED OUT IN THE FIELD. UNDER NO CIRCUMSTANCES IS THE LIMIT OF WORK TO EXTEND BEYOND THE SEDIMENTATION BARRIERS/LIMIT OF DISTURBANCE AS INDICATED ON DRAWINGS. REQUEST INSPECTION FROM THE MUNICIPALITY. 3.BEGIN SITE PREPARATION, REMOVAL OF UN-PERMITTED MATERIALS INSTALLED WITHIN THE BUFFER ZONE. RESTORE AREA TO ORIGINAL GRADE. 4.INSTALL PROPOSED RETAINING WALL TO RESTORE SLOPE ADJACENT TO THE PARKING SPACES, STAIRS AND DRAINAGE PER PLAN. 5.PLANT RESTORATION AREA WITH MEDIUM SIZE SHRUBS PER DETAILS AND SCHEDULE. 6.WOOD CHIPS/MULCH (2-3 INCHES) SHALL BE PLACED IN AREAS WHERE SHOWN ON THE PLAN AFTER SHRUB/PLANT INSTALLATION AROUND THE DRIPLINE. 7.SEED AND STABILIZE ALL RESTORATION AREAS AROUND PLANTS. 8.PERMANENTLY SEED ALL DISTURBED PREVIOUSLY LAWN AREAS AND RESTORE ANY SURFACED AREAS TO PRE-CONSTRUCTION LEVELS. 9.CLEAN UP ANY TRASH AND DEBRIS. 10.ENGINEER OR AGENT TO APPROVE THE REMOVAL OF ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES FOLLOWING VEGETATIVE ESTABLISHMENT OF ALL DISTURBED AREAS AND DETERMINE WHEN THE CONTRIBUTING AREA HAS REACHED A MINIMUM OF 80% STABILIZATION. 12/22/25 TR E E ON G RT ESTD 2021 DEV E L OP M ENT NIREENIGNEGS 67 HUCKLEBERRY LANE MARSTONS MILLS, MASSACHUSETTS DIEGO L. GHIA AYALA 3821 FALMOUTH RD UNIT 9B MARSTONS MILLS, MA 02648 25255 GENERAL NOTES: 1.ONLY SURVEY MAPS WITH THE SURVEYOR'S SIGNED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. 2.THE CERTIFICATIONS HEREON ARE NOT TRANSFERABLE. 3.THE LOCATIONS OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS CERTIFICATE. 4.THE TYPE OF MAP PERFORMED IS A BOUNDARY SURVEY. THE BOUNDARY LINES AS DEPICTED ARE THE RESULT OF AN ACCURATE LAND SURVEY AND ARE DEPICTED FROM RECORD MAPS AND DEEDS. 5.THIS PARCEL IS NOT LOCATED WITHIN A DESIGNATED FLOOD ZONE AS DEPICTED ON FEMA FIRM PANEL 25001C0542J WITH EFFECTIVE DATE OF 7/16/2014. 6.WETLANDS DELINEATED IN THE FIELD OCTOBER 2025 BY STRONG TREE ENGINEERING. 7.ELEVATIONS DEPICTED HEREON ARE BASED ON NAVD88 DATUM. HORIZONTAL: MASSACHUSETTS MAINLAND NAD83 REFERENCE MAPS: 1."SUBDIVISION PLAN OF SAND SHORE A WOODED AREA IN MARSTONS MILLS BARNSTABLE, MASS. FOR HIA PEARL CORP." SCALE:1"=80', OCT. 1957, PB 138 PG 25. VARIES-12"TYP. 2"CLR. 1/2" TYP. 1% (Typ) 12"MIN. 5" MIN. 2" CLR. VARIES 12"TYP. 6-7" TYP. 6"MIN. #4 REBAR TYP, CONT. #4 REBAR AT NOSE TYP. 1/2" CHAMFER CONCRETE PAVING EXPANSION JOINT WITH DOWELEXISTING SUBGRADE OR FILL COMPACTED TO 95% DENSITY. #4 REBAR EQUALLY\ SPACED @ 12" O.C. MAX. EXPANSION JOINT WITH DOWEL CONCRETE LANDING AT TOP AND BOTTOM CONCRETE STAIRS NOT TO SCALE RAILINGS TO SUIT FOUNDATION SOIL RETAINED SOIL NOTES: 1.DURAHOLD (OR SONOMA STONE) RETAINING WALL AS MANUFACURED BY VERSA-LOK, KEYSTONE OR APPROVED EQUAL. 2.PRELIMINARY DETAIL ONLY, FINAL WALL TO BE DESIGNED BY A STRUCTURAL ENGINEER. 3.INFILL SOILS SHALL BE ASTM D422 SMALL RETAINING WALL / FENCE POST DETAIL W/ SLEEVE-IT(TM) 1224R NOT TO SCALE FILTER CLOTH GEOGRID LENGTH: PER MFG. CUT GEOGRID AROUND SLEEVE-IT AS NEEDED. MODULAR BLOCK STANDARD UNIT MODULAR BLOCK COPING UNIT INFILL SOIL SLEEVE - IT(TM) ISO 1224R SYSTEM COMPONENTS SCALE: NONE SEE SLEEVE - IT(TM) SYSTEM MANUFACTURER, STRATA SYSTEMS FOR COMPLETE SPECIFICATIONS, AND TECHNICAL GUIDANCE CANTILEVER BASE SLEEVE - IT(TM 1224R 12" DIA. X 24" DEEP FILL SLEEVE W/ CONCRETE SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST BLOCK PARKING BARRIER, FENCE OR HANDRAIL SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOP MOST DURA HOLD UNIT PROVIDE 4" PEASTONE W/ WEED BARRIER BETWEEN TOP BLOCK & FENCE REINFORCED BACKFILL COMPACTED 95%%% OF MAXIMUM STANDARD PROCTOR DENSITY GRANULAR LEVELING PAD 6" THICK MIN. TOPSOIL - NO STONES GREATER THAN 3/4" Ø, COMPACT WITH A HANDROLLER IN TWO DIRECTIONS & FINE RAKE PRIOR TO SEEDING SUBSOIL - COMPACTED AT 90% MAXIMUM DENSITY FINISH GRADE 6" SURFACE TREATMENTS NOT TO SCALE LOAM AND SEED DISTURBED AREAS AND SHOULDERS: TURF SEED - NATIVE, DROUGHT TOLERANT & SUN. TOP DRESS W/ 4" HAY MULCH AFTER SEEDING. SUBSOIL - COMPACTED AT 95% MAXIMUM DENSITY FINISH GRADE 3" MULCH SURFACING NATIVE MULCH GRASS AREAS (OUTSIDE RESTORATION): COLONIAL SEED HARMONY MIX OR APPROVED EQUAL RESTORATION AREAS: NEW ENGLAND CONSERVATION / WILDLIFE MIX (NE WETLAND PLANTS INC) OR APPROVED EQUAL LINE SIDES OF STONE WITH NON-WOVEN GEOTEXTILE FABRIC MIRAFI 140N OR APPROVED EQUIVALENT. NOTE: SEE SITE PLAN FOR LOCATION AND DIMENSIONS OF THE INFILTRATION TRENCH. 6' 6" 2' MIN. 4' x 4' CONCRETE INFILTRATION CHAMBER NOT TO SCALE USE 4' x 4' x 4' CONCRETE GALLEYS WITH 12" OF CRUSHED STONE AROUND AND UNDER. FRAME & GRATE RIM ELEVATION = SEE PLAN 1/2" - 2" DOUBLE WASHED STONEDRAIN PIPE WHERE SHOWN TOP OF GALLEY EL. S.H.W.T. ELEV. = SEE PLAN 2 x DIAMETER OF ROOTBALL 6" MIN. 3" SHREDDED MULCH 2x DIAMETER OF ROOTBALL. DO NOT PILE AGAINST SHRUB STEMS REMOVE TOP THIRD OF BURLAP AT ROOTBALL UNDISTURBED PERVIOUS SOIL PREPARED PLANTING SOIL MIXTURE PRUNE BROKEN OR DEAD BRANCHES AS DIRECTED BY LANDSCAPE ARCHITECT PLANT SHRUB PLUMB TOP OF ROOTBALL TO MATCH FINISH GRADE WITHIN 1" SLOPE INSTALLATION: FIRMLY FORMED SAUCER (USE TOP SOIL) ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE (2-4" HIGH) SCORE ALL SIDES AND BOTTOM OF HOLE SHRUB PLANTING NOT TO SCALE LOAM & SEED (SEE DETAILS & SCHEDULE)