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HomeMy WebLinkAbout251120 25227 Revised Plan 17 BRIAR PATCH stampedUGE UGE UGE G G G EHH TV GM WV E W W W EXISTING DWELLING#17GROUND LEVEL: 1,354 SF ±FFEL: 29.55 ±GRAVEL DRIVE EX, SPLIT RAIL FENCE EX.CHAI N L I N K FENCE RS 28 2927 2829 28 2829 20 21 22 23 24 27 3030 26272728DECK2 7 PROPOSED FENCE FENCE (SPLIT RAIL OR PICKET) LARGE NATIVE SHRUBS (HYDRANGEAS OR EQUAL) NATIVE SHRUBS 10' 'GREEN GIANT' ARBORVITAE PERMEABLE PAVERS FLAGSTONE OR PAVER WALK STAIRS PAVER WALK 100' W E T L A N D B U F F E R 50' W E T L A N D B U F F E R BOULDER WALL TOP: 29.5' BOT. 26.5'2627282925 26 2510' SIDE SETBACK 10' REAR SETBACK20' FRONT SETBACKDO NOT DISTURB EXISTING SEPTIC COMPONENTS SSSS PERMEABLE PAVERS EROSION CONTROL BARRIER PROJECT ACCESS STONE WALL STONE WALL PROPERTY LINEPROPERTY LINEPROPERTY LINE 26.71 27.11 26.50 26.60 25.90 26.25 26.35 26.50 28.80 26.50 26.50 26.80 PROPOSED FENCE FENCE (SPLIT RAIL OR PICKET) UGE G G EHH TV GM WV E SPK SET 16.94 W W N/FTOWN OF (MUN) BARNSTABLE0 POND STREETOSTERVILLE143-015N/F VICTORIA ZIMMERMAN & STANISLAV IVANOV 37 BRIAR PATCH ROAD OSTERVILLE 143-037 N/F SILVIA D SORBARA 5 BRIAR PATCH ROAD OSTERVILLE 144-039 EXISTING DWELLING#17GROUND LEVEL: 1,354 SF ±FFEL: 29.55 ±ASSESSORS PARCEL144-04022,500 SF ± (0.52 AC)BRIAR PATCH ROADEDGE OF PAVEMENTVERTICAL CURBBITUMINOUS BERMGRAVEL DRIVE EX, SPLIT RAIL FENCE EX.CHAI N L I N K F E N C E RS 28 2927 2829 28 2829 30 31 32 33 34 35 30 25 21 22 20151211 11 1 3 14 15 16 16 17 17 1 520171819 20 21 22 23 24 27 S53° 35' 42"E 120.00'S36° 24' 18"W187.50'S53° 35' 42"E 120.00'S36° 24' 18"W187.50'3030 DECKPAVER WALK 100' W E T L A N D B U F F E R 50' W E T L A N D B U F F E R WF ST-16 WF ST-15 WF ST-14 WF ST-12 WF ST-11 WF ST-9 WF ST-8 WF ST-18 WF ST-17 2627282925 26 2510' SIDE SETBACK 10' REAR SETBACK20' FRONT SETBACK10' SIDE SETBACK BENCHMARK PK NAIL EL:16.94 BENCHMARK PK NAIL EL:28.57 S S STORMWATER WET BASIN (ISOLATED LAND SUBJECT TO FLOODING) STONE WALL STONE WALL PROPERTY LINEPROPERTY LINEPROPERTY LINE BENCHMARKPK NAIL EL:16.94 BENCHMARKPK NAIL EL:28.57 EROSION CONTROLBARRIER PROJECT ACCESS Revisions CHECKREV.DATE BY DESCRIPTION Sheet Number: Project Number:Sheet : SHEET TITLE: PREPARED FOR: Date: SITE PLAN JOHN STOCKTON 17 BRIAR PATCH ROAD BARNSTABLE, MASSACHUSETTS 1 125227of 1C - 11-07-2025 Certification: File Name: G:\My Drive\Projects\2025\25227 17 Briar Patch Rd Osterville MA\Drawings\25227 ST.dwg Saved 11/20/2025 10:18 AM Plotted: Nov 20, 2025 10:19:31am Tab: 24X36 Plotted By: Justin Lamoureux 11/20/25 25 FT BUFFER LINE REMOVED PROJECT: LANDSCAPE IMPROVEMENTS 17 BRIAR PATCH ROAD BARNSTABLE, MASSACHUSETTS ©COPYRIGHT, STRONG TREE ENGINEERING ALL RIGHTS RESERVED STRONG TREE ENGINEERING www.strongtree.engineering Ph: (774) 559-3942 P.O. Box 62 Sagamore Beach, MA 02562 TR E E ON G RT ESTD 2021 DEV E L OP M ENT NIREENIGNEGS (in feet) GRAPHIC SCALE 020 10 20 40 1 INCH = 20 FEET (in feet) GRAPHIC SCALE 010 5 10 20 1 INCH = 10 FEET NORTH BAY NANTUCKET SOUND FALMOUTH ROAD / ROUT E 2 8 OSTERVILLEMAIN STREET17 BRIAR PATCH ROAD LOCUS 1" = 5000' BOULDER WALL NOT TO SCALE NATIVE STONE BOULDER TO SUIT SMALLER BOULDERS ABOVE LARGER BOULDERS NONWOVEN GEOTEXTILE FABRIC EXCAVATE TO PROVIDE STABLE SUBGRADE FOR BEDDING AND BOULDERS 3 4" WASHED STONE BEDDING OVER FABRIC 12" ANGULAR INFILL STONES 6" LOAM AND SEED NOTE: MAXIMUM WALL HEIGHT NOT TO EXCEED 4'-0" FENCE DETAIL NOT TO SCALE 3'-0" 4'-0" 6"6" COMPACTED BACKFILL COMPACTED SUBGRADE UNDER POST 12" TO 16" POSTS: ROUGH-EDGED SPLIT HARDWOOD, CEDAR, PVC OR APPROVED EQUAL RAILS: ROUGH-EDGED SPLIT HARDWOOD, PVC, CEDAR OR APPROVED EQUAL NOTE: FENCE WILL BE 4 FEET MAX IN HEIGHT & PICKET OR SPLIT RAIL PLAN VIEW SECTION PERMEABLE PAVERS NOT TO SCALE DOUBLE WASHED 316" GRAVEL DOUBLE WASHED 1-12" GRAVEL 6"6" STONE OR CONCRETE PAVERS 3 8"2" CLEAN MASONRY SAND METAL EDGING AND STAKING COMPACTED SUBGRADE PAVER LAYOUT/ PATTERN TO SUIT GENERAL CONSTRUCTION NOTES: 1.ALL SITE WORK TO COMPLETE THIS PROJECT AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2.IMMEDIATELY CONTACT AND COORDINATE WITH THE ENGINEER AND OWNER IF ANY DEVIATION OR ALTERATION OF THE WORK PROPOSED ON THESE DRAWINGS IS REQUIRED. 3.UTILIZE ALL PRECAUTIONS AND MEASURES TO ENSURE THE SAFETY OF THE PUBLIC, ALL PERSONNEL AND PROPERTY DURING CONSTRUCTION IN ACCORDANCE WITH OSHA STANDARDS 4.ALL EXISTING CONDITIONS SHOWN ARE APPROXIMATE AND ARE BASED ON THE BEST INFORMATION AVAILABLE. PRIOR TO THE START CONSTRUCTION VERIFY THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, NOTIFY THE OWNER AND THE ENGINEER PRIOR TO INSTALLING ANY PORTION OF THE SITE WORK WHICH WOULD BE AFFECTED. 5.THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS INDICATED ON THE DRAWINGS ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY IN THE TOWN, AND "DIGSAFE" (1-888-344-7233) AT LEAST THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION WORK IN PREVIOUSLY UNALTERED AREAS TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR MUST RESOLVE CONFLICTS BETWEEN THE PROPOSED UTILITIES AND FIELD-LOCATED UTILITIES AND REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED, INCOMPLETELY OR INACCURATELY SHOWN. THE CONTRACTOR MUST MAINTAIN ACCURATE RECORDS OF THE LOCATION AND ELEVATION OF ALL WORK INSTALLED AND EXISTING UTILITIES FOUND DURING CONSTRUCTION FOR THE PREPARATION OF THE AS-BUILT PLAN. 6.THE CONTRACTOR MUST MAINTAIN ALL EXISTING UTILITIES IN WORKING ORDER AND FREE FROM DAMAGE DURING THE ENTIRE DURATION OF THE PROJECT. REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COST RELATED TO THE REPAIR OF UTILITIES. EXCAVATION REQUIRED WITHIN THE PROXIMITY OF EXISTING UTILITY LINES MUST BE DONE BY HAND 7.RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION IS COMPLETE PER SPECIFICATIONS. LEAVE ALL AREAS NOT DISTURBED BY CONSTRUCTION IN THEIR NATURAL STATE. TAKE CARE TO PREVENT DAMAGE TO SHRUBS, TREES, OTHER LANDSCAPING AND/OR NATURAL FEATURES. WHEREAS THE PLANS DO NOT SHOW ALL LANDSCAPE FEATURES, EXISTING CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE WORK. 8.REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEAN UP AND REMOVE LOOSE CONSTRUCTION DEBRIS BEFORE IT LEAVES THE SITE. PROMPTLY REMOVE ALL DEMOLITION DEBRIS FROM THE SITE TO AN APPROVED DUMP SITE. GENERAL GRADING AND DRAINAGE NOTES: 1.ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 2.EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. 3.PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. 4.PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS. IMMEDIATELY NOTIFY THE ENGINEER IF POSITIVE DRAINAGE CANNOT BE PROVIDED. EROSION & SEDIMENT CONTROL NOTES: 1.INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES AS INDICATED ON DRAWINGS 2.PROTECT THE ADJACENT RESOURCE AREA FROM SEDIMENTATION DURING PROJECT CONSTRUCTION UNTIL ACCEPTANCE BY THE OWNER & IN CONFORMANCE WITH THE ORDER OF CONDITIONS. 3.KEEP THE LIMIT OF CLEARING, GRADING AND DISTURBANCES TO A MINIMUM WITHIN THE PROPOSED AREA OF CONSTRUCTION. SURVEY NOTES 1.THE TOPOGRAPHY AND EXISTING SITE CONDITIONS DEPICTED HEREON ARE THE RESULT OF AN ON THE GROUND FIELD SURVEY CONDUCTED BY STRONG TREE ENGINEERING ON OCTOBER 21, 2025. 2.HORIZONTAL DATUM IS MASS STATE PLANE COORDINATE SYSTEM. 3.THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 4.THE PROPERTY LINES AND RIGHTS OF WAYS DEPICTED HAVE BEEN ESTABLISHED BY FIELD SURVEY AND DEEDS AND PLANS OF RECORD. 5.PROPERTY LINES BETWEEN ABUTTING PROPERTY OWNERS ARE APPROXIMATE ONLY. 6.THIS PLAN DOES NOT SHOW ANY RECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST. HOWEVER, THIS DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. 7.THE ACCURACY OF MEASURED PIPE INVERTS AND PIPE SIZES IS SUBJECT TO FIELD CONDITIONS, THE ABILITY TO MAKE VISUAL OBSERVATIONS, DIRECT ACCESS TO THE VARIOUS ELEMENTS AND OTHER CONDITIONS. 8.THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD PRIOR TO THE START OF ANY CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY IN THE TOWN, AND "DIGSAFE" (1-888-344-7233) AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK IN PREVIOUSLY UNALTERED AREAS TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 9.THE PROPERTY IS NOT LOCATED IN A FLOOD ZONE. 10.THE PROPERTY IS NOT LOCATED IN A WATER RESOURCES PROTECTION ZONE. 11.THE WETLAND DELINEATION SHOWN HEREON WAS CONDUCTED BY STRONG TREE ENGINEERING. 12.REFERENCE PLANS: 12.1."SUBDIVISION PLAN OF LAND IN BARNSTABLE MASS." 8-10-73 PB 283 PAGE 66 EXISTING CONDITIONS PROPOSED LANDSCAPE IMPROVEMENTS WETLAND DISTURBANCE CALCULATION ZONE TOTAL (SF)DESCRIPTION 0-25 ZONE 0 NONE 25-50 ZONE 76 SF FENCE 50-100 ZONE 216 SF FENCE, STAIRS, PLANTINGS 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. EROSION CONTROL BARRIER NOT TO SCALE 3"-4" 12"± WORK AREA WATER FLOW WORK AREA TWO - 2" x 2" WOOD STAKES STRAW WATTLE SOCK (6" MIN.) STAKE ON 10' O.C. SPACING STRAW WATTLE SOCK AREA TO BE PROTECTED 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. 11/07/25