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Home My WebLink About330 Route 6A Storew REINFORCED RUBBER HOSE(1/2" DIA. BLACK)--�, DOUBLE #10 GALVANIZED WIRE GUYS AND TURNBUCKLES. GUYS TO BE REMOVED AFTER ONE YEAR, SURVEYOR'S RIBBON (WHITE) 5'-0" DIAMETER EQ. Iil-I11- EQ. f— EQ. —� INSTALL TREE PLUMB TOP OF ROOTBALL SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE ROOT FLARE SnA1 BE EXPOSED; MULCH SHOULD NOT BE WITHIN 4" OF TREE TRUNK PLACE BALL ON SUBSC+:. 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 REOUIRED TO PLACE ROOTBALL TO PROPER ELEVATION. PLACE ROOMALL DIRECTLY ON SUBSOL EXCAVATE HOLE TO GwETER 3X WIDER THAN ROOTdALL. BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED 3" BARK MULCH, AS SPECIFIED UNDISTURBED SUBGRACE 2" x 2" x 3' HARD*O(;J STAKES 3 TREE HEIGHT. DECIDUOUS TREE PLANTING FOR 3" CAL. AND ABOVE NOT TO SCALE NOTES: 1. NO SOIL OF MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN NURSERY. TOP OF ROOTEJyALL SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE �— —EQ. ” I DCE #06-295 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 ;O-PRCOER..ELEVATION. PLACE ROOTBALL DIRECTLY ON SUBSOIL EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED 3" BARK MULCH, AS SPECIFIED SUBGRADE SHRUB PLANTING NOT TO SCALE GENERAL SEEDING NOTES 1) PERMANENT SEEDING SHA.L CONSIST OF THE FOLLOWING MIXTURE OR APPROVED ECGA, - OPTIMUM SEEDING DATES ARE BETWEEN APRIL 1 AND MAY 31 AND AUGUST 16 AND OCTCo R 15 S: MMER STRESS MIXTURE (LOFTS SEED INC.) 90% RESE. 0 OR TRIBUTE TALL FESCUE 10% NASSA,; OR BARON KENTUCKY BLUEGRASS SEED,NG RA -E: 5# PER 1,000 SQ. FT. OR 200# PER ACRE. 2) PERMANENT SEED,NG TO BE APPLIED BY RAKING OR DRILLING INTO THE SOILS AT A kA'E v 150# PER ACRE. SLOPED AREA 'C BE COVERED !!WITH MULCH AS INDICATED IN NOTE 4, 3) FERTILIZER FOR THE ES_A5jSmmENT OF TEMPORARY AND PERMANENT VEGETAIVE CG.ER S+A1 BE 10-10-10 APP.IED AT A RA'E G- 15# PER 1,000 SQ. FT. OR AS DETERMINED BY SLA, TES'S LMESTONE FOR TEMPORARY SEEDING SHAD EE APPLIED AT A RATE OF 90# PER 1,000 S0. F',:JMESTON_, FOR PERMANENT SEECJ.G S"A,., BE ArPJED 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 ALTERNATIVE, 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 INL.CATw ON P"AN '.J.G DETA.LS. 6ACnF41 P ANT.NG PITS WTH Ct.E PART EACH OF TOPSOIL, PEAT MOSS AND PARENT MATERIAL IF WET SOIL CONDITIONS EXIST THEN PLA$�MAITS 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) AL SnRUB MASSES SHALL BE PLANTED IN CONTINUOUS MULCHED BEDS NOTES: i. 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 CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 7, ALL SEPTIC PIPING 4'b SCH-40 PVC UNLESS NOTED. (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 REGS. 9• ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 1 0. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 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 & GRATES AND SILT FENCE AROUND PERIMETER OF WORK AREA UNTIL SITE STABILIZED. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-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 UNE STAKING. Scale: 1 20' 0 10 20 30 40 50 FEET CCNPACT BACKFILL IN 6' LIFTS ('TP A— DRAINAGE) IMAM;. 14ON FABRIC OVER 3" MIN i-EASTCNE FABRIC DOA S.CES OF PIT RISERS \ AS REQ. 61SCH40PvC AT FRDR RCOr DRA HEAVY DUTY H-20 COVER LABELED 'DRAIN' F&C TO GRADE DRILL (2) VIA HOLES IN COVER J SEE PAVEMENT CROSS TOP 2.0' STKUOVER :N1 E1 URES \ 12"0 HDPE \ ADS N-12 OR EQ. :R:__ ,c.:' SET LEVELS \\ -� DR AS NO I I S 2.Q'Il NEAT SAV CUT AND REPAIR PAVEMENT AS REOJ:RED SEE PAVEMENT SECTION 8' H-20 F&G EL, LISTED SECTION 2--•2'X 2' H-20 8' GRATE (TIP, / H-20 RISER 6 & BRICK ADJUST;'.;, MORTAR ALL INV. (TYPJ 73.5 2' IN PROPOSED I C.B. TRAP NS H-20 735' i 12'0 ELBOW IP 1000 GALLON it PROPOSED m ALEACHPITS 'i':C0 GALLON PRECAS 6'0X6'-8"SHOREY �' 1 � -20 CATCH BASIN 1000 H-20 OR EQ. :t WoxW-8" SHOREY SOLID ' I BASIN H-20 OR EQUAL 6" WASHED STONE UNDERNEA H 4' MIN ARCD'.^ PIT SECTIONAL PLAT STRUCTURE OR SOLID BASIN SECTION THRU DRAINAGE NOT Tv iUs.E 0 6' LOAM & SEED DISTURBED AREAS NOT PAVED (TYP.) MASS DPW TYPE 11 BINDER 00000000000000000000 °o°o°0°o°DOO°O°O°0°o 00000000000000000000 o°o°o°o000000°o°o°o° 0 0 0 0 0 0 0 0 0 0 °O°O°O°O°O°0°O°O°O°O 12" PROCESSED GRA`.EL 00000 000 O 000000 OQ 0� 0000 MDPW M1.03.1 VB. RCuiR C:;VPACTED O°O°0°0°O°0°0°O°0°O° O°0°O°0°0°0°O°O°O°O° ^0,0000000 n n n n n n1n.no 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 DATE DANIEL A. OJALA PLS, PE PERMIT SET NOT FOR CONSTRUCTION LOCUS YFD 6P B0 \ O i c � � W r i� Dennis Pond Ef 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 _-2660 DB 18199 PG 12 ADDRESS: #330 MAN STREET, YARNIOUTFHPORT, MA 02675 PAVEMENT & DRAINAGE DETAILS SITE PLAN SULLIVAN VILLAGE STORE 330 MAIN STREET YARMOUTHPORT, MA PREPARED FOR CHARLES SULLIVAN SCALE: 1 " = 20' DATE: JULY 200 2007 REVISED: 10-21-08 (SPR COMMENTS) PERMIT SET - NOT FOR CONSTRUCTION off 508-362-4541 fox 508 362-9880 ""FhfIs Clown cape engineering, Inc. ti s' , DANIEL �, L„NIEL ANA. JAy�Nm CIVIL ENGINEERS OLA OJALA N 6 CIVIL LAND SURVEYORS No. 40980 I.Nj.435C2 �P .P v J y43yI Main Street - YARMOUTHPORT, MASS. O A G- L C, = PAGE: 4 OF 4 ��/L'IrOF 06-295 SITE II.DWG (ARG)