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Home My WebLink About330 Route 6A-BDECIDUOUS TREE PLANTING FOR 2.5" CAL. AND ABOVE NOT TO SCALE NOTES: 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN NURSERY. TOP OF ROOT13ALL SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE� PLACE BALL ON SUBSOIL REMOVE AND DISCARD BURLAP EXCEPT UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON TWINE, WIRE BASKETS, ETC.) AND DISCARD EXCAVATE SUBSOIL AS REQUIRED TO PLACE ROOTBALL TO PROPER ELEVATION. PLACE ROOTBALL DIRECTLY ON SUBSQL EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED BARK MULCH, AS SPECIFIED ;01,1 „L119_l,d1II:TF737y SHRUB PLANTING NOT TO SCALE NOTES: GENERAL SEEDING NOTES 1) PERMANENT SEEDING SHALL CONSIST OF THE FOLLOWING MIXTURE OR APPROVED EQUAL - OPTIMUM SEEDING DATES ARE BETWEEN APRIL 1 AND MAY 31 AND AUGUST 16 AND OCTOBER 15. SUMMER STRESS MIXTURE (LOFTS SEED INC.) 907. REBEL II OR TRIBUTE TALL FESCUE 10% NASSAU OR BARON KENTUCKY BLUEGRASS SEEDING RATE: 5f PER 1,000 SQ. FT. OR 200/1 PER ACRE 2) PERMANENT SEEDING TO BE APPLIED BY RAKING OR DRILLING INTO THE SOILS AT A RATE OF 150/ PER ACRE. SLOPED AREA TO BE COVERED WITH MULCH AS INDICATED IN NOTE 4. 3) FERTILIZER FOR THE ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE 1G-10-10 APPLIED AT A RATE OF 15/) PER 1,000 SQ. FT. OR AS DETERMINED BY SOIL TESTS. LIMESTONE FOR TEMPORARY SEEDING SHALL BE APPLIED AT A RATE OF 90# PER 1,000 SQ. FT. LIMESTONE FOR PERMANENT SEEDING SHALL BE APPLIED AT A RATE OF 135/ PER 1,000 SQ. FT. GENERAL PLANTING NOTES 1) ALL PLANT MATERIAL SHALL CONFORM TO THE STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN OR THE PLANT MATERIAL WILL BE UNACCEPTABLE. ALL PLANT MATERIAL SHALL BE TRUE TO SPECIES, VARIETY, SIZE AND BE CERTIFIED DISEASE AND INSECT FREE. INSTALLER RESERVES THE RIGHT, BASED UPON AVAILABILITY, TO SUBSTITUTE AN ALTERNATNE, COMPARABLE SHRUB. 2) ALL PLANT MATERIAL SHALL BE PROPERLY GUYED, STAKED, WRAPPED AND PLANTED IN CONFORMANCE WITH THE TYPICAL PLANTING DETAILS. GUY WIRES SHALL BE ATTACHED TO THE TREE AT A HEIGHT OF TWO-THIRDS THE HEIGHT OF THE TREE AND SHOULD BE LOCATED AT POINTS SO AS NOT TO SPLIT THE TRUNKS OF MULTI -STEMMED TREES. PROVIDE THREE STAKES PER TREE UNLESS NOTED OTHERWISE INSTALL ALL PLANT MATERIAL ON UNDISTURBED GRADE. PROVIDE BURLAP WRAPPING WITH A 50% OVERLAP. CUT AND REMOVE BURLAP FROM TOP ONE-THIRD OF THE ROOT BALL. 3) PROVIDE PLANTING PITS AS INDICATED ON PLANTING DETAILS. BACKFILL PLANTING PITS WITH ONE PART EACH OF TOPSOIL, PEAT MOSS AND PARENT MATERIAL IF WET SOIL CONDITIONS EXIST THEN PLA$lN�TgITS SHALL BE EXCAVATED AN ADDITIONAL 12' AND FILLED WITH SAND. 4) NEWLY INSTALLED PLANT MATERIAL SHALL BE WATERED AT THE TIME OF INSTALLATION. REGULAR WATERING SHALL BE PROVIDED TO ENSURE THE ESTABLISHMENT, GROWTH AND SURVIVAL OF ALL 5) ALL DISTURBED LAWN AREAS SHALL BE STABILIZED WITH EITHER SOD OR SEED AS INDICATED ON THE LANDSCAPE PLANS. SEED SHALL CONSIST OF THE MIXTURE LISTED IN THE GENERAL SEEDING NOTES UNLESS OTHERWISE INDICATED ON THE PLAN. ALL DISTURBED LAWN AREAS SHALL BE TOPSOILED, LIMED, FERTILIZED AND FINE GRADED PRIOR TO LAWN INSTALLATION. 6) ALL PLANTING BEDS SHALL RECEIVE 3" OF SHREDDED PINE BARK. 7) ALL SHRUB MASSES SHALL BE PLANTED IN CONTINUOUS MULCHED BEDS 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 6. 6' LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 7 ALL SEPOC PIPING 4"0 SCH-40 PVC UNLESS NOTED. CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS FROM BOARD OF HEALTH. PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION RECS. 9. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 10. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. 11. ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE. AND BARNSTABLE HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD ASSUMED FROM QUAD. MUNICIPAL WATER IS AVAILABLE. 12. CONTRACTOR TO PROVIDE FILTER FABRIC BETWEEN FRAME do GRATES AND SILT FENCE AROUND PERIMETER OF WORK AREA UNTIL SITE STABILIZED. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE PASHTO -H20 UNLESS NOTED. 13. COORDINATE DOWNSPOUT LOCATIONS AND CONNECTIONS WITH ARCH. DWGS. 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. Scale: 1"= 20' 0 10 20 30 40 50 FEET DCE #06-295 COMPACT BACKFILL IN 6' LIFTS (TYP. ALL DRAINAGE) MIRAFI 140N FABRIC OVER 3" MIN. PEASTONE FABRIC DOWN SIDES OF PIT \ 6'SCH40PVC FROM ROOF ■ s PKU1,05ED INSTALL TREE PLUMB C.B. TRAP NEAT SAV CUT AND REPAIR TOP OF ROOTBALL SHALL BEAR HEAVY DUTY H-20 COVER 12'0 HDPE PIP SAME RELATIONSHIP TO FINISHED PAVEMENT AS RED LOT FRONTAGE GRADE AS TO PREVIOUS EXISTING . 1000 GALLON GRADE PROPOSED DRILL (2) 1'0 HOLES IN COVER ROOT FLARE SHALL BE EXPOSED; 22.55' 1000 GALLON PRECAS MULCH SHOULD NOT BE WITHIN ' 6'6X6'-B'SHOREY a0 4" OF TREE TRUNK F&G EL. LISTED ••' 1000 H-20 OR EQ. PLACE BALL ON SUBSOIL. REMOVE AND REINFORCED RUBBER 2'X 2' DISCARD BURLAP EXCEPT UNDER BALL HOSE(1/2" DIA. BLACK) TOP STRUCTURES REMOVE ALL SYNTHETIC SOIL WRAPPING 6" WASHED STONE UNDERNEA H _ 4' MIN AROUND MATERIALS (TREATED BURLAP, NYLON DOUBLE $10 GALVANIZED MARE STRUCTURE TWINE, WIRE BASKETS, ETC) AND DISCARD GUYS AND TURNBUCKLES. GUYS 12'0 HDPE '�_l - THRU EXCAVATE SUBSOIL AS REQUIRED TO BE REMOVED AFTER ONE ADS N-12 OR EQ. DRIL SET LEVEL HOLE YEAR. H-20 RISER & TO PLACE ROOTBALL TO PROPER SURVEYOR'S ELEVATION. PLACE ROOTBALL RIBBON (WHITE) OR AS NOTED DIRECTLY ON SUBSOIL V -O" DIAMETER nr'•+•P+Y'! EXCAVATE HOLE TO DIAMETER 2.0' INVti INV. 3X WIDER THAN ROOTBALL 4.0 73.5 BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED 3" BARK MULCH, AS SPECIFIED UNDISTURBED SUBGRADE 2' x 2' x 3' HARDWOOD STAKES 6 3 TREE HEIGHT. EQ. EQ. EQ. DECIDUOUS TREE PLANTING FOR 2.5" CAL. AND ABOVE NOT TO SCALE NOTES: 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN NURSERY. TOP OF ROOT13ALL SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE� PLACE BALL ON SUBSOIL REMOVE AND DISCARD BURLAP EXCEPT UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON TWINE, WIRE BASKETS, ETC.) AND DISCARD EXCAVATE SUBSOIL AS REQUIRED TO PLACE ROOTBALL TO PROPER ELEVATION. PLACE ROOTBALL DIRECTLY ON SUBSQL EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED BARK MULCH, AS SPECIFIED ;01,1 „L119_l,d1II:TF737y SHRUB PLANTING NOT TO SCALE NOTES: GENERAL SEEDING NOTES 1) PERMANENT SEEDING SHALL CONSIST OF THE FOLLOWING MIXTURE OR APPROVED EQUAL - OPTIMUM SEEDING DATES ARE BETWEEN APRIL 1 AND MAY 31 AND AUGUST 16 AND OCTOBER 15. SUMMER STRESS MIXTURE (LOFTS SEED INC.) 907. REBEL II OR TRIBUTE TALL FESCUE 10% NASSAU OR BARON KENTUCKY BLUEGRASS SEEDING RATE: 5f PER 1,000 SQ. FT. OR 200/1 PER ACRE 2) PERMANENT SEEDING TO BE APPLIED BY RAKING OR DRILLING INTO THE SOILS AT A RATE OF 150/ PER ACRE. SLOPED AREA TO BE COVERED WITH MULCH AS INDICATED IN NOTE 4. 3) FERTILIZER FOR THE ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE 1G-10-10 APPLIED AT A RATE OF 15/) PER 1,000 SQ. FT. OR AS DETERMINED BY SOIL TESTS. LIMESTONE FOR TEMPORARY SEEDING SHALL BE APPLIED AT A RATE OF 90# PER 1,000 SQ. FT. LIMESTONE FOR PERMANENT SEEDING SHALL BE APPLIED AT A RATE OF 135/ PER 1,000 SQ. FT. GENERAL PLANTING NOTES 1) ALL PLANT MATERIAL SHALL CONFORM TO THE STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN OR THE PLANT MATERIAL WILL BE UNACCEPTABLE. ALL PLANT MATERIAL SHALL BE TRUE TO SPECIES, VARIETY, SIZE AND BE CERTIFIED DISEASE AND INSECT FREE. INSTALLER RESERVES THE RIGHT, BASED UPON AVAILABILITY, TO SUBSTITUTE AN ALTERNATNE, COMPARABLE SHRUB. 2) ALL PLANT MATERIAL SHALL BE PROPERLY GUYED, STAKED, WRAPPED AND PLANTED IN CONFORMANCE WITH THE TYPICAL PLANTING DETAILS. GUY WIRES SHALL BE ATTACHED TO THE TREE AT A HEIGHT OF TWO-THIRDS THE HEIGHT OF THE TREE AND SHOULD BE LOCATED AT POINTS SO AS NOT TO SPLIT THE TRUNKS OF MULTI -STEMMED TREES. PROVIDE THREE STAKES PER TREE UNLESS NOTED OTHERWISE INSTALL ALL PLANT MATERIAL ON UNDISTURBED GRADE. PROVIDE BURLAP WRAPPING WITH A 50% OVERLAP. CUT AND REMOVE BURLAP FROM TOP ONE-THIRD OF THE ROOT BALL. 3) PROVIDE PLANTING PITS AS INDICATED ON PLANTING DETAILS. BACKFILL PLANTING PITS WITH ONE PART EACH OF TOPSOIL, PEAT MOSS AND PARENT MATERIAL IF WET SOIL CONDITIONS EXIST THEN PLA$lN�TgITS SHALL BE EXCAVATED AN ADDITIONAL 12' AND FILLED WITH SAND. 4) NEWLY INSTALLED PLANT MATERIAL SHALL BE WATERED AT THE TIME OF INSTALLATION. REGULAR WATERING SHALL BE PROVIDED TO ENSURE THE ESTABLISHMENT, GROWTH AND SURVIVAL OF ALL 5) ALL DISTURBED LAWN AREAS SHALL BE STABILIZED WITH EITHER SOD OR SEED AS INDICATED ON THE LANDSCAPE PLANS. SEED SHALL CONSIST OF THE MIXTURE LISTED IN THE GENERAL SEEDING NOTES UNLESS OTHERWISE INDICATED ON THE PLAN. ALL DISTURBED LAWN AREAS SHALL BE TOPSOILED, LIMED, FERTILIZED AND FINE GRADED PRIOR TO LAWN INSTALLATION. 6) ALL PLANTING BEDS SHALL RECEIVE 3" OF SHREDDED PINE BARK. 7) ALL SHRUB MASSES SHALL BE PLANTED IN CONTINUOUS MULCHED BEDS 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 6. 6' LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 7 ALL SEPOC PIPING 4"0 SCH-40 PVC UNLESS NOTED. CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS FROM BOARD OF HEALTH. PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION RECS. 9. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 10. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. 11. ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE. AND BARNSTABLE HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD ASSUMED FROM QUAD. MUNICIPAL WATER IS AVAILABLE. 12. CONTRACTOR TO PROVIDE FILTER FABRIC BETWEEN FRAME do GRATES AND SILT FENCE AROUND PERIMETER OF WORK AREA UNTIL SITE STABILIZED. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE PASHTO -H20 UNLESS NOTED. 13. COORDINATE DOWNSPOUT LOCATIONS AND CONNECTIONS WITH ARCH. DWGS. 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. Scale: 1"= 20' 0 10 20 30 40 50 FEET DCE #06-295 COMPACT BACKFILL IN 6' LIFTS (TYP. ALL DRAINAGE) MIRAFI 140N FABRIC OVER 3" MIN. PEASTONE FABRIC DOWN SIDES OF PIT \ 6'SCH40PVC FROM ROOF ■ s 2� IN PKU1,05ED EXISTING: C.B. TRAP NEAT SAV CUT AND REPAIR H-20 735 HEAVY DUTY H-20 COVER 12'0 HDPE PIP 44,851 S.F. PAVEMENT AS RED LOT FRONTAGE LABELED 'DRAIN' F&C TO GRADE . 1000 GALLON SEE PAVEMENT SECTION SECTION PROPOSED DRILL (2) 1'0 HOLES IN COVER LEACHPITS 22.55' 1000 GALLON PRECAS /S' ' 6'6X6'-B'SHOREY a0 H-20 F&G EL. LISTED ••' 1000 H-20 OR EQ. / SEE PAVEMENT CROSS SECTION 2'X 2' H-20 8' GRATE (TYP.) BUILDING COVERAGE TOP STRUCTURES 9.17% 6" WASHED STONE UNDERNEA H _ 4' MIN AROUND FL PIT �CTIDNAL PLATE 2.0' OVER INVERTS STRUCTURE OR SOLID BASIN 12'0 HDPE '�_l - THRU "''• ADS N-12 OR EQ. DRIL SET LEVEL HOLE H-20 RISER & & BRICK ADJUSTING COURSE OR AS NOTED MORTAR ALL COMPONENTS nr'•+•P+Y'! (TYP.) 2.0' INVti INV. 4.0 73.5 2� IN PKU1,05ED EXISTING: C.B. TRAP [NS H-20 735 40,000 S.F. 12'0 HDPE PIP 44,851 S.F. MIN. LOT FRONTAGE ELBDV . 1000 GALLON MIN. PROPOSED ol LEACHPITS 22.55' 1000 GALLON PRECAS SIDE SETBACK ' 6'6X6'-B'SHOREY a0 H-20 CATCH BASIN MIN. ••' 1000 H-20 OR EQ. 20' '!X6'-8" SHOREY SOLID 20.59' ' BUILDING COVERAGE BASIN H-20 OR EQUAL 9.17% 6" WASHED STONE UNDERNEA H _ 4' MIN AROUND FL PIT �CTIDNAL PLATE STRUCTURE OR SOLID BASIN SECTION THRU DRAINAGE NOT TO SCALE 6' LOAM & SEED DISTURBED AREAS NOT PAVED <TYP.) 1' TOPCOAT 0-0-0-0-0-0"0"0"0"0" 00000°00000000000000 0 0 0 0 0 0 0 0 0 0 00000000000000000000 0 0 0 0 0 0 0 0 0 0 00000000000000000000 00000000000000000000 00000000000000000000 00000000000000000000 020-0-0-0-0-00-0-00000 MASS DPW TYPE 11 2' BINDER 12" PROCESSED GRAVEL MDPW M1.03.1 VIS. ROLLER COMPACTED PAVEMENT CROSS SECTION NOT TO SCALE 2'-10' 26' MANUF. LeBARON, BROCKTON, MA MODEL; LT 105 WEIGHT: 430 LBS TYPICAL ACCESS COVER SCALE 3/4" - V-0" LABEL SEWER OR DRAIN AS APPROPRIATE Fm 1/8. DANIEL A. OJALA PLS, PE PERMIT SET NOT FOR CONSTRUCTION SCALE: 1 " = 2,000'± LOCUS MAP YARMOUTH ASSESSOR'S MAP 123 PCL. 21 LOCUS IS IN F.E.M.A. ZONE C LOT AREA: 44,851 SF OR 1.03 ACRES REFERENCES REFERENCE: DB 18199 PG 12 YARMOUTH ASSESSOR'S MAP 123 PCL. 21 OWNER OF RECORD CHARLES & PENNY SULLIVAN 674 SETUCKET ROAD SOUTH DENNIS, MA 02660 DB 18199 PG 12 ADDRESS: #330 MAIN STREET, YARMOUTHPORT, MA 02675 ZONING SUMMARY ZONING DISTRICT: R40 REQUIRED: EXISTING: PROPOSED: MIN. LOT SIZE 40,000 S.F. 44,851 S.F. 44,851 S.F. MIN. LOT FRONTAGE 150' 144.04' 144.04' MIN. FRONT SETBACK 30' 22.55' 22.55' MIN. SIDE SETBACK 20' 20.71' 20.23' MIN. REAR SETBACK 20' 98.22' 20.59' MAX. BUILDING COVERAGE 25% 9.17% 16.70% EXISTING USE : H11 MISCELLANEOUS RETAIL STORE & A3 MULTIFAMILY DWELLING PROPOSED USE : H11 MISCELLANEOUS RETAIL STORE & A3 MULTIFAMILY DWELLING VARIANCE MODIFICATION MODIFY VARIANCE 1096 AND 1128 TO ALLOW FOR THE CONSTRUCTION OF 5 YEAR—ROUND RESIDENTIAL COTTAGES AT THE PROPERTY. CURRENT VARIANCE 1128 PERMITS THE CONSTRUCTION OF 8 SEASONAL RESIDENTIAL COTTAGES AT THE PROPERTY. PAVEMENT & DRAINAGE DETAILS SITE PLAN SULLIVAN VILLAGE STORE 330 MAIN STREET YARMOUTHPORT, MA PREPARED FOR CHARLES SULLIVAN SCALE: 1 is = 20' DATE: JANUARY 17, 2007 REVISED: 1-29-07 MOVED RETAINING WALL) REVISED: 2-12-07 PER SPR COMMENTS) off 508-362-4541 fax 508 362-98801380 drown cape engineering, inc. I} CIWL ENGINEERS `(r LAND SURVEYORS 939 Main Street — YARMOU7HPORT, MASS. PAGE: 4 OF 4 06-295 SITE.DWG ■ ON I ON