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Home My WebLink AboutDecision 4789 - Plans^ ® Em (j/ ®« qR3 !® - � ! :. III Site Plans sEEd E ransportat'Eoldfl P= LO Mg Commonwealth Avenin Yarmouth, MA ssess®p's Map 9B Parcel: 91.1 & 9202 AS PREPARED FOR Five Star Transportation, Inc. c/o Nathan Lecrenski 809 College Highway Southwick, MA 01077 ORAWINC INOFX•:.i YFF. 't + C" 'c 'D,IS L 4` 1i in..5_ ... +k., SOURCE: USGS 1 August 8, 2018 REVISEd DECEIIfbep IB, 2018 11 SHEET NO. SHEET NAME ISSUE DATE REVISION DATE T-1 TIRE SHEET 8/8/2018 12/16/2018 EX -I EXISTDIG CONDITIONS PIAN 8/8/2018 C-1 NOTES, SYMBOL -& LINE LEGEND AND ABBREVIA➢ONS 8/8/2015 C-2 CONSMUCTION NOTES 8/8/2018 C-3 DEMOLITION, REMOVALS, EROSION & SEDIMENTATION CONTROL PIAN 8/6/2018 12/18/2018 C-4 UYOUT & MATERIALS PUN 8/5/2018 12/18/2018 C-5 GRADING, DRAINAGE& UPIRIES PWJ 8/8/2018 12/18/2018 C-6 SFE UNOSCAPING & PHOTOMETRIC PUN 8/8/2018 12/18/2018 D-1 DETAILS 8/8/2016 12/18/2018 D-2 DETAILS 8/8/2018 12/18/2018 R L V SQU A C =� A z A LAND PLANNING SERVICES COMPANY 40 School Street • WEStfIEId, MA .. 01085 ph 413.568.0985 • fax 413.568.0986 www.rlaland.com RLA Project Number: 180601 I! R L V SQU A C =� A z A LAND PLANNING SERVICES COMPANY 40 School Street • WEStfIEId, MA .. 01085 ph 413.568.0985 • fax 413.568.0986 www.rlaland.com RLA Project Number: 180601 BENCH MARK WHITES PATH TOP OF SPINDLE �I ELEV-63.62 I e\ Ar WAT �� wAi �Wai \ �WAT��, \ Wer 'A �� _ _ _L99. 12• _ _ war war war R,\\ _ war— � a __` \\ \ building setback fine a6� i --59/£ )I \\ 59— --�A t i .v ., SAF D Ri B nu Sfi _ _ PAL D l _ @I FV As ELECTRIC METER A/C UNITS DN CONS PAD U ' D, /t r Au / EXbTNG b' BUILDING XISTING BUILDING y O F.F.E. 551 :55 EXISTING SEPTIC SYSTEM ^ -55 / Rl `\ GAR O T-11 DOOR 9 c'/ I Q u 4,033 S.F. hAVED j / REA o n O 54:-_-- 1 3CAR CAR ODOR f DOOR rd N \ i IF PAVED D A� R 2 EXISTING VAULT ( \ I DOE I / D Exist. CB RIRrpi 0 2 B" PVC INV. -49.45 EXISTING 11 (sT�I BUILDING ( / Yi 50— r/ \12` PAS — / /7 SPS a x t OLD ELECTRICAL SERVICE u, o RJlA BO'=OLf '' Rr IF \ \ qa .. R, \ CAR DMW Rp / o\ 24" ADS INV SJ)-- 45.65' 24" ADSJ (2) 4550' / — \ \/ / Exist OR Rim -50.57 11 _ 25.00' /Exist — / OF ` _ \ I ftist4CB 24" .00' 20ADS O' ' % .So- 1 }.I s,\�£ e'Pvc INV. our = 47.30'❑ osB sa \ (S) I rvww-rvYwYvy\ / sD- 49-01� Exist. 0, 6 Rm 5093 I _J �� / III\! \ j 15284'\ l N�O" in✓.LIN V 1 v 1 D O _--_ On \ `FWSRNG 6' HIGH CHAINLINK FENCE NOTES 1. THE RECORD OWNER OF THE SUBJECT PAR ELS IS 809 COLLEGE HIGHWAY, LLC SEE' BARNSTABLE COUNT" REGISTRY OF DEEDS BOOK 31375 PAGE 23 AND (ANO COURT CERTIFICATE OF TRIAL 216615. 2 THE PROPERTY LINES SHOWN HEREON ARE (BASED UPON A PIAN TITLED, "SUBDIVISION PLAN OF LAND FOR THE TOWN OF YARMOOTH" PREPARED BY TOWN OF YARMOUTH RATED JULY 12, 2006 SEE BARNSTABLE COUN REGISTRY OF DEEDS BOOK OF PIANS 617 PAGE 80 ALSO SEE (ANO COURT PUN 37768C. 3. THE EXISTING BUILDING(S) SHOWN HEREON BASED ON AN APPROXIMATE MEASUREMENT OF SHE OUTSIDE PERIMETER OF THE EXISTING STRUCTURES. THE ACTUAL LOCATION OF THE EXISTING BUILDING WAR AND CORNERS SHOULD BE VERIFIED IN THE FIELD PRIOR TO ANY CONSTRUCTION WORK THAT WOULD ABUT OR TAKE PUCE ADJACENT IO THE EXISTING BUILDING(S). THE PIAT! HEREON IS USED FOR CONSTRUCTION LAYOUT PURPOSES. THE PARTIES LAYOUT UCTJJG DETERMINE SHALL CONTACT F LEVESQUEO WHILE THE INC. PRIOR TO SATO LAYOUT BE I DETERMINE PROPER CONTROL SUMASE NOTE WHILE THE BRIE SQUARE ARE SHOWN T. LUESQURE, IT SHOULD NOT BE ASSUMED THAT THE WALLS ARE SQUARE Oft PLUMB R. LEVESCIUE ASSOCIATES TAKES NO RESPONSIBILITY FOR THIRD PARTY LAYOUT OF THE PUN SI(OWN HEREON. 4. THIS PUN HAS BEEN PREPARED FOR SITE PUNNING PURPOSES AND SHALL NOT BE USED FOR THE CONJEI'ANCE OF (ANO Oft ORANY OTHER USE 5.. SUBJECT PARCELS CONTAINS 2.04 ACRES 6. THE SUBJECT PROPERTIES SHOWN HEREON MAY BE SUBJECT TO RIGHTS AND EASEMENTS AS CONTAINED IN THE VARIOUS OEE05 OF ROGRS DESCRIBING SAID PROPERTIES THE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS IS NOT THE SUBJECT OF THIS PLAN. 7.. THE EXISTING CONDITIONS INFORMATION SIR IS BASER UPON A TOPOGRAPHIC SURVEY PERFORMED BY R LEVESQUE ASSOCIATES INC IN JUNE 2018 B. THE UNDERGROUND UTILITIES SHOWN HI HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION, AVAILABLE RECORD DATA, TOWN OF YARMOUTH GIS. R. LEVESQUE ASSOCIATES INC. MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILMES IN THE AREA, EITHER IN SERVICE OR ABANDONED R. LEVESQUE ASSOCLAES FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HERE ARE IN THE E%AGT LOCATION INDICATED, ALTHOUGH THEY ARE LOCATED AS ACCURATELY. AS POSSIBLE ED A AVAILABLE INFORMATION. 9. ADJACENT PROPERN LINES AND ABUTTERS SHOWN HEREON ARE REFERENCED FROM ME TOWN OF YARMOUTH GIS MAPPING SYSTEM. 10, SUBJECT PARCEL IS ZONED BJ ACCORDING TO THE TOWN YARMOUTH ZONING MAP 11. THE SUBJECT PARCEL IS NDN LOCATED WL IN A SPECIAL FLOOD ZONE AREA ACCORDING TO FLOOD INSURANCE RATE MAP NUMBER 5001005791 — EFFECTIVE DART. -7 16-2014, 12, RIE SUBJECT PROPERTY IS NOT LOCATED WTHIN NATURAL HERITAGE & ENDANGERED SPECIES PROGRAM (NHESP) JURISDICTION. ZONING REV EW - (133) TYPE (MINIMUM) REQUIRED AREA 40,000 S F FRONTAGE TOO Fr WIDTH 10 R FRONTYARD LO,edrapeArchref, 30 ET -SIDE YARD ph 413468O985 fax :413.568.0986 IC FT RGRYARD rlalanci 30 Fr BUILDING COVERAGE Ma%) 15% CORNER L04 sECZION 203.51%) Iwa f-anr vo NslNosde yoNs s1Y An vLde F*14 § :x i? Uite !r2 G RLEVESQUE ASSOCIATES a LO,edrapeArchref, OxImi L dsuneyors EiRdronmentalC Ila xs ph 413468O985 fax :413.568.0986 40 School Stel Weser Id MA01085 rlalanci -N Z LL N z Q L= r ®41 U nim in Lb W � W Q V L yam. �. N � N d III ra CO ° CCL i 2MW Ln fu 0 >,N X. W W N In CP kNhC E WJt£ Wall 4 See OS PREPAREDROR Northern tecrenski Five Star Transportation, Inc. .809 College Highway Southwick FLA. 01077 ISSUANCE DATE A10d98,2013 REVISIONS. DATE: UNAUTHORIZED AREIi OF. THIS DOCUMENT IS A VIOLATION OF MASGCHUIMFS STATE LAW $GATE AS NOTED RRA PROD. NUMBER: IBD601 w 77A P SYMBOL & LINE LEGEND SILT FENCE INSTALLATION NOTES 1, THIS SEDIMENT BARRIER UTILIZES MEMN PROMINENCE (100X) OR EQUAL. IT IS DESIGNED FOR SITUATIONS IN WHICH ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED. 2, RIE HEIGHT OF THE BARRIER SHALL NOT EXCEED 36 INCHES (HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). IDEALLY THE FILTER FENCE SHALL BE PLACED 10 FEET AWAY FROM THE TOE OF SLOPE 3 WHEN JOINTS ARE NECESSARY, FILTER FABRICS SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT STAKES WITH A MINIMUM 6 -INCH OVERLAP, ANO SECURELY SEALED. SEE MANUFACTURER'S RECOMMENDATION. 4. STAKES SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT RIE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). IN APPLICATIONS WHERE HEAVY FLOWS ARE EXPECTED SUCH AS IN -STREAM INSTALLATIONS STAKE SPACING SHALL BE PER MANUFACTURER'S RECOMMENDATIONS AND/Oft THE ENGINEERS RECOMMENDATIONS. 5. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 6 INCHES WIDE AND 6 INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 6. RIE PRE ASSEMBLED SILT FENCE SYSTEM SHALL BE UNROLLED, POSITION THE STAKES ON ME DOWNHILL SIOE OF THE TRENCH AND HAMMER THE STAKES AT LEAST 12 INCHES INTO RIE GROUND. ] RIE BOTTOM SIX (6) INCHES OF THE FABRIC SHALL BE LAID INTO WE TRENCH TO PREVENT UNDERMINING BY STORM WATER RUNOFF. 6, BACKFILL THE TRENCH OVER THE FILTER FABRIC AND COMPACT SUFFICIENTLY TO PREVENT THE RUNOFF FROM ERODING RIE BACKFILL 9. THE FABRIC SHALL NOT EMEND MORE THAT 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES OR SUPPORTS OTHER THAN THE STANDARD STAKES. 10, INSTALLED SILT FENCE BARRIERS SHALL BE MAINTAINED ON A REGULAR SCHEDULE WHICH MAY BE PRESCRIBED BY RIE LOCAL STATE OF FEDERAL REGULATORY AUTHORITY: BUT, AT MINIMUM SHALL BE CHECKED WEEKLY AS WELL AS AFTER EACH STORM EVENT. MAINTENANCE SHALL CONSIST OF AN INSPECTION or THE ENTRE LENGTH OF THE BARRIER TO DETERMINE IF IT IS FUNCTIONING AS INTENDED. ALL BREAKS, DETACHED FABRIC, SLUMPED FABRIC, CLOGGED FABRIC, AND UNDERMINED AREAS SHALL BE FIXED THE DAY THAT THEY ARE DISCOVERED. 11. WHEN A MAXIMUM OF SIX (6) INCHES OF SEDIMENT HAS ACCUMULATED BEHIND RIE SILT FENCE THIS SEDIMENT SHALL BE REMOVED AND THE FENCE SHALL BE INSPECTED FOR TEARS, CLOGGING OF BREAKS. ALL DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY EITHER BY REPAIR OF REPLACEMENT OF THE SILT FENCE BARRIER ANO/OR STAKES AS NEEDED. 12. SILT FENCE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE ISOTOPE AREA HAS BEEN DECADES OF SILT AND PERMANENTLY STABILIZED, .my n��n.�ynnnre..E.�nrnrnanrcy :. 1. HAY BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE ON THE CONTOUR, WITH ENDS OF ADJACENT BOLES TIGHTLY ABUTTING ONE ANOTHER 2. ALL BALES SHALL BE EITHER WIRE BOUND OR STRING RES. BALES SHALL BE INSTALLEO SO THAT BINDINGS ARE ORIENTED AROUND THE SIDES RATHER THAN ALONG THE TOPS AND BOTTOMS OF THE BALES TO PREVENT DETERIORATION OF THE BINDINGS. 3. THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE WIDTH OF A BALE AND THE LENGTH OF THE PROPOSED BARRIER TO A MINIMUM DEPTH OF FOUR (4) INCHES AND A MAXIMUM DEATH OF SIX (6) INCHES. AFTER THE BALES ARE STAKED AND CHINKED, THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND SHALL BE BUILT UP TO FOUR (4) INCHES AGAINST THE UPHILL SIDE OF THE BARRIER. 4, UCH BALE SHALL BE SECURELY ANCHORED BY AT LEAA TWO (2) STAKES OR REBARS DRIVEN THROUGH THE BALE THE FIRST STAKE IN EACH RATE SHALL BE DRIVEN TOWARD THE PREVIOUSLY SAID BALE TD FORCE THE BALES TOGETHER. STAKES OR REBARS SHALL BE DRIVEN DEEP ENOUGH INTO THE GROUND TO SECURELY ANCHOR THE BALES. 5, THE GAPS BETWEEN BOLES SHALL BE CHINKED (FILLED BY WEDGING) WITH STRAW TO PREVENT WATER FROM ESCAPING BETWEEN THE BALES. (LOOSE STRAW SCATTERED OVER THE AREA IMMEDIATELY UPHILL FROM A STRAW BALE BARRIER TENDS TO INCREASE BARRIER EFFICIENCY) 6. MAY BALES GENERALLY DETERIORATE IN 2-6 MONTHS AND THUS NEED REPLACEMENT. 7.. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE WOE PROMPTLY AS NEEDED. 8, BALE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS, BUT NOT BEFORE THE UPSLOPE AREAS HAVE BEEN PERMANENTLY STABLIZE). SITE PREP 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATION, INCLUDING BUT NOT LIMITED TO, ALL U LNIIES STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, FTG. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH 2. CONTRACTOR SHALL ERECT AND MAINTAIN 54FETY BARRICADES AND POST PROPER NOTICES PRIOR TEL THE COMMENCEMENT OF WORK. J CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING TO REMAIN 4. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM FROM DAMAGE DURING DEMOLITION OPERATIONS 5 DO NOT DAMAGE EXISTING UTILITIES TO REMAIN WITHIN PROJECT AREA. ALL DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE REALITY OWNER. 6. RIERE SHALL BE NO BURNING OF DEMOLISHED MATERIAL ALLOWED ON SITE. J. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ANY ITEMS TO BE TURNED OVER TO OWNER. 8 DEMOLISH AND REMOVE ALL PAVEMENT, SLABS. FOOTINGS, SUBSURFACE ELEMENTS, MISCELLANEOUS DEBRIS, ETC. WITHIN PROPERTY LINES UNLESS NOTED OTHERWISE 9. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST 50 THAT OUST DOES NOT CREATE A NUISANCE ON ADJACENT ROADS OR PROPERTIES SITE CONTRACTOR SHALL BE RESPONSIBLE FOR SKEET SWEEPING AND CATCH BASIN CLEANING AFTER EACH PHASE OF CONSTRUCTION AND AS NEED IS DETERMINED BY THE ENGINEER 10. CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY ABANDONED SUBSURFACE SOIL ABSORPTION SYSTEM (SAS) AND MISCELLANEOUS DEBRIS IT, NO ACTIVITY OTHER THAN NORMAL MAINTENANCE SHALL OCCUR ALLOWED OF LIMIT OF WORK LINES AS SHOWN ON PLAN WITHOUT THE APPROVAL OF ME ENGINEER. 72. THE CONTRACTOR SHALL NOTIFY DIG SAFE 0 1-888-344-0233 PRIOR TO COMMENCEMENT OF ANY DEMOLITION/CONSTRUCTION ACTMIY. LANDSCAPE NOTES 1. THE CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANT MATERIALS WITH .THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 2, NO PLANT MATERIAL WILL BE ACCEPTED WHICH DISPLAYS MAJOR IRREGULARITIES OR DAMAGE THE OWNER/WJDSCAPE ARCHITECT RETAINS THE RIGHT TO REJECT ANY PLANT MATERIAL DEEMED UNFIT. - 3. WARRANTEE: FOR A PERIOD OF TWO GROWING SEASONS FROM THE DATE THAT THE WORK UNDER THIS CONTRACT IS CERTIFIED AS SUBSTANTIALLY COMPLETE. THE CONTRACTOR SHALL: 1) WARRANTEE ALL PLANTS AND SEEDED AREAS UNDER ITIS CONTRACT. 2 REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD PLANTS WHICHI DE OR ARE IN POOR AND CONDITION AS DETERMINED BY THE OWNER; Y REPLANT WITH STOCK OF SAME SIZE AND OUTCRY AS ST To M SPECIFIED; 4) GUY AND MAINTAIN AS SPECIFIED HEREIN AT NO ADDITIONAL COST TO RIE OWNER. 4. ALL NEW LAWN AREAS SHALL RECEIVE A MINIMUM OF 4 INCHES TOPSOIL OF THE PROPER PH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY GROWTH OF LAWNS. THESE AREAS SHALL BE SEEDED WITH A FINE BUDS LAWN GRASS SEED OR SODDED. ADDITIONAL OFF-SITE TOPSOIL MAY BE REQUIRED. 5. ALL AREAS TO BE MULCHED SHALL RECEIVE 4 INCHES MINIMUM 1007 SHREDDED BARK MULCH WITHIN 46 HOURS OF PLANTING UNLESS OTHERWISE NOTED IN PLANTING DETAILS. 6. ALL TREE AND SHRUB PITS SHALL BE AT LEAST 2 FEET WIDER AND 1 FOOT DEEPER THAN THE TREE OR SHRUB ROOT BALE TO BE PLANTED IN 2 DISCRETE SHALL BE HIGH QUALITY LOAM OF THE PROPER PH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY GROWTH OF PLANT MATERIALS J. ALL PLANTS SHALL. BE NUPSERY GROWN AND CONFORM TO THE LATEST EDITION OF ANSI 260.11 AMERICAN STANDARD FOR NURSERY STOCK". 8. EACH PLANT TO BE FREE MOM DISEASE, INSECT INFESTATION, MECHANICAL INJURIES, AND IN ALL RESPECTS BE SUITABLE FOR FIELD PUNTING. 9. EACH PLANT TO BE IN THE TOP OF ITS SIZE CLASS AFTER SHEARING AND PRUNING. IT ADJACENT TO THE TOP OF ANY WALLS OVER 36"'A FENCE OR WALL SHALL BE CONSTRUCTED PER PLAN THAT MEETS LOCAL BUILDING CODE AND ALL OTHER APPLICABLE STATE AND FEDERAL TAINS 11. SEE DETAIL SHEETS FOR ADDITIONAL DETAILS & SPECIFICATIONS UP SHOULD CC OR ANY SUBCONTRACTOR ENCOUNTER A DISCREPANCE/CONFLICT IN THE PLAN. AN THE ACTUAL LOCATION OF A SITE FEATURE, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT/ENGINEER AND OWNER IMMEDIATELY. 13. ALL AREAS DISTURBED DURING CONSTRUCTION NOT DESIGNATED TO RECEIVE OTHER TREATMENT SHALL BE TRADED TO A MINIMUM DEPTH OF 4" AND SEEDED IN ACCORDANCE WITH THE FouowwG A. INCORPORATE GROUND LIMESTONE INTO ALL AREAS TO BE SEEDED AT A RATE OF 50 LBS/1,000 S.F. IS APPLY 10-6-4 FERTILIZER TO ALL AREAS TO BE SEEDED AT A RATE OF 2 LBS/L000 S.F. C. THOROUGHLY INCORPORATE LIME AND FERTILIZER INTO SEED BED TO DEPTH OF 3". BY DISCING OR OTHER APPROVED METHOD. 0, SEED WITH THE FOLLOWING MIXTURE, APPLIED AT A RATE OF 10 LBS/T000 S.F. SEED MIX: NAME OF SEED 7 BY WEIGHT MIN.'7 PURITY MIN. GERMINATION IN MIXTURE POS PRETENSES 50 90 25 "BARON" BARON BLUEGRASS FESTUCA RUBRA 25 95 `:85 'PENNLAWN' PENN AM FESCUE LOLIUM PERENNE 25 98 95 "PENNFINE" PENNFTNE E MULCH ALL SEEDED AREAS WITH STRAW AT A RATE OF 5 LBS/LOOO SEUNLESS HYOROSEEDING WAS USED E ALL SLOPES OF 3:1 OR GREATER AFTER BEING FOAMED, SEEDED AND. MULCHED IN ACCORDANCE WITH THE ABOVE SHALL SECURED WITH EROSION CONTROL BLANKETS (N0. AMERICAN GREEN S150 OR EQUAL). OVERLAP ALL NETTING JOINTS A MINIMUM OF 6" AND SECURE WITH DOUBLE ROW OF STAPLES PERMITTING O EROSION & SEDIMENT CONTROL NOTES IRON PIPE FOUND - ABOVE FINISHED • IRON PIPE TO BE SET o CONCRETE BOUND FOUND AFS. - ABOVE FINISHED SLAB CONCRETE BOUND TO BE SET En,imnmenlol ConsuLIFE APPROX. - APPROXIMATE COMPUTED POINT L CONSTRUCTION TRAFFIC SHALL BE LIMITED TO THE CONSTRUCTION ENTRANCE. AS.F. EXISTING SIGN fOUNDA➢ON ® Wa I -SD Z W W W J EXISTING MAILBOX - BUILDING p 4y nF M. LPL ANg IT QQ PE _ c�piiK YN.rTc 0C I„$S8°IS. 2. CONSTRUCTION SEQUENCE SHALL BE PHASED TO AMD LEAVING LARGE AREAS EXPOSED BLK Q 809 College Highway EXISTING MONITORING WELL FOR LONG PERIODS OF TIME. # - BOTTOM EXISTING LIGHT POLE 3, HE B.D.W. UTILITY POLE O GRADING. GUY ANCHOR - BEARING 0 V AtMv�( EXISTING ELECTRIC MANHOLE (1) EXISTING TELEPHONE MANHOLE SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED CONTINUOUSLY, ESPECIALLY 0 - CATCH BASIN EXISTING CABLE N BOX ® CL EXISTING WELL LOCATION NY ROUTINE MAINTENANCE OPERATIONS EXISTING WATER VALVE - CAST IRON Yp EXISTING WATER SHUT-OFF CLR. - CLEAR EXISTING HYDRANT THE CONSTRUCTION SUPERINTENDENT SHALL INFORM ALL ON-SITE WORKERS OF THE N PROPOSED WATER VALVE SEDIMENTATION CONTROL PROGRAM. CONC. PROPOSED HYDRANT W EXISTING GAS VALVE - CONTINUOUS VEGETATIVE CONTROL PRACTICES CODES. ® EXISTING SANITARY SEWER MANHOLE ❑ - DOUBLE EXISTING CATCH BASIN L ® DET, EXISTING DRAIN MANHOLE Q ® STOCKPILED FOR LATER USE. STOCKPILE LOCATION SHALL BE APPROVED BY THE OWNER PROPOSED CATCH BASIN O PROPOSED MANHOLE D.1. - DUCTILE IRON SOIL BORING LOCATION �y®-., S1� - DIAMETER TEST PIT LOCATION 2. Q DIM. SERC TEST LOCATION Pwr-1 WETLAND IDEAS LOCATION tR-1 DYL M.A.H.W. FLAG LOCATION SHALL BE TEMPORARILY SEEDED. DWG. EXISTING STONE WALL rr " TREE LINE A. 1014 ENTER. EXISTING SPOT GRADE -----219----- •COMPLETE ALL ROUGH GRADING ARTICLES EXISTING CONTOUR 194.7 ELEV PROPOSED SPOT GRADE ba EXIST PROPOSED CONTOUR •EVENLY APPLY 14 LBS OF 5 -IB -10 ANALYSIS FERTILIZER TO A DEPTH OF 4" USING EXT. EDGE OF WETLAND 1T' ♦ T� - FINISH FLOOR ELEVATION - - - FENCE LINE •THE LAST TILLAGE OPERATION SHALL BE PERFORMED ACROSS WE SLOPE. GUARDRAIL - FINISH �- 0I0Hw- - FLOOR B EXISTING OVERHEAD WIRES -UEIVEL - FOUNDATION - EXISTING UNDERGROUND ELECTRIC ra - FOOT OR FEET EXISTING TELEPHONE LINE rtL • UNLESS HUMOSEEED, COVER SEED WITH 7/4" TO 712" OF TOPSOIL INSTIL. EXISTING GAS LINE -G- -G _w -w- EXISTING WATER LINE so - LIGHT so EXISTING STORM DRAIN -ss-ss-EXISTING - MAXIMUM SANITARY SEWER -Low-Low- - MEAN ANNUAL HIGH WATER LIMIT OF WORK LINE -sr-sF-sF -MANHOLE - SILT FENCE LINE SILT FENCE INSTALLATION NOTES 1, THIS SEDIMENT BARRIER UTILIZES MEMN PROMINENCE (100X) OR EQUAL. IT IS DESIGNED FOR SITUATIONS IN WHICH ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED. 2, RIE HEIGHT OF THE BARRIER SHALL NOT EXCEED 36 INCHES (HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). IDEALLY THE FILTER FENCE SHALL BE PLACED 10 FEET AWAY FROM THE TOE OF SLOPE 3 WHEN JOINTS ARE NECESSARY, FILTER FABRICS SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT STAKES WITH A MINIMUM 6 -INCH OVERLAP, ANO SECURELY SEALED. SEE MANUFACTURER'S RECOMMENDATION. 4. STAKES SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT RIE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). IN APPLICATIONS WHERE HEAVY FLOWS ARE EXPECTED SUCH AS IN -STREAM INSTALLATIONS STAKE SPACING SHALL BE PER MANUFACTURER'S RECOMMENDATIONS AND/Oft THE ENGINEERS RECOMMENDATIONS. 5. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 6 INCHES WIDE AND 6 INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 6. RIE PRE ASSEMBLED SILT FENCE SYSTEM SHALL BE UNROLLED, POSITION THE STAKES ON ME DOWNHILL SIOE OF THE TRENCH AND HAMMER THE STAKES AT LEAST 12 INCHES INTO RIE GROUND. ] RIE BOTTOM SIX (6) INCHES OF THE FABRIC SHALL BE LAID INTO WE TRENCH TO PREVENT UNDERMINING BY STORM WATER RUNOFF. 6, BACKFILL THE TRENCH OVER THE FILTER FABRIC AND COMPACT SUFFICIENTLY TO PREVENT THE RUNOFF FROM ERODING RIE BACKFILL 9. THE FABRIC SHALL NOT EMEND MORE THAT 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES OR SUPPORTS OTHER THAN THE STANDARD STAKES. 10, INSTALLED SILT FENCE BARRIERS SHALL BE MAINTAINED ON A REGULAR SCHEDULE WHICH MAY BE PRESCRIBED BY RIE LOCAL STATE OF FEDERAL REGULATORY AUTHORITY: BUT, AT MINIMUM SHALL BE CHECKED WEEKLY AS WELL AS AFTER EACH STORM EVENT. MAINTENANCE SHALL CONSIST OF AN INSPECTION or THE ENTRE LENGTH OF THE BARRIER TO DETERMINE IF IT IS FUNCTIONING AS INTENDED. ALL BREAKS, DETACHED FABRIC, SLUMPED FABRIC, CLOGGED FABRIC, AND UNDERMINED AREAS SHALL BE FIXED THE DAY THAT THEY ARE DISCOVERED. 11. WHEN A MAXIMUM OF SIX (6) INCHES OF SEDIMENT HAS ACCUMULATED BEHIND RIE SILT FENCE THIS SEDIMENT SHALL BE REMOVED AND THE FENCE SHALL BE INSPECTED FOR TEARS, CLOGGING OF BREAKS. ALL DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY EITHER BY REPAIR OF REPLACEMENT OF THE SILT FENCE BARRIER ANO/OR STAKES AS NEEDED. 12. SILT FENCE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE ISOTOPE AREA HAS BEEN DECADES OF SILT AND PERMANENTLY STABILIZED, .my n��n.�ynnnre..E.�nrnrnanrcy :. 1. HAY BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE ON THE CONTOUR, WITH ENDS OF ADJACENT BOLES TIGHTLY ABUTTING ONE ANOTHER 2. ALL BALES SHALL BE EITHER WIRE BOUND OR STRING RES. BALES SHALL BE INSTALLEO SO THAT BINDINGS ARE ORIENTED AROUND THE SIDES RATHER THAN ALONG THE TOPS AND BOTTOMS OF THE BALES TO PREVENT DETERIORATION OF THE BINDINGS. 3. THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE WIDTH OF A BALE AND THE LENGTH OF THE PROPOSED BARRIER TO A MINIMUM DEPTH OF FOUR (4) INCHES AND A MAXIMUM DEATH OF SIX (6) INCHES. AFTER THE BALES ARE STAKED AND CHINKED, THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND SHALL BE BUILT UP TO FOUR (4) INCHES AGAINST THE UPHILL SIDE OF THE BARRIER. 4, UCH BALE SHALL BE SECURELY ANCHORED BY AT LEAA TWO (2) STAKES OR REBARS DRIVEN THROUGH THE BALE THE FIRST STAKE IN EACH RATE SHALL BE DRIVEN TOWARD THE PREVIOUSLY SAID BALE TD FORCE THE BALES TOGETHER. STAKES OR REBARS SHALL BE DRIVEN DEEP ENOUGH INTO THE GROUND TO SECURELY ANCHOR THE BALES. 5, THE GAPS BETWEEN BOLES SHALL BE CHINKED (FILLED BY WEDGING) WITH STRAW TO PREVENT WATER FROM ESCAPING BETWEEN THE BALES. (LOOSE STRAW SCATTERED OVER THE AREA IMMEDIATELY UPHILL FROM A STRAW BALE BARRIER TENDS TO INCREASE BARRIER EFFICIENCY) 6. MAY BALES GENERALLY DETERIORATE IN 2-6 MONTHS AND THUS NEED REPLACEMENT. 7.. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE WOE PROMPTLY AS NEEDED. 8, BALE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS, BUT NOT BEFORE THE UPSLOPE AREAS HAVE BEEN PERMANENTLY STABLIZE). SITE PREP 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATION, INCLUDING BUT NOT LIMITED TO, ALL U LNIIES STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, FTG. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH 2. CONTRACTOR SHALL ERECT AND MAINTAIN 54FETY BARRICADES AND POST PROPER NOTICES PRIOR TEL THE COMMENCEMENT OF WORK. J CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING TO REMAIN 4. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM FROM DAMAGE DURING DEMOLITION OPERATIONS 5 DO NOT DAMAGE EXISTING UTILITIES TO REMAIN WITHIN PROJECT AREA. ALL DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE REALITY OWNER. 6. RIERE SHALL BE NO BURNING OF DEMOLISHED MATERIAL ALLOWED ON SITE. J. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ANY ITEMS TO BE TURNED OVER TO OWNER. 8 DEMOLISH AND REMOVE ALL PAVEMENT, SLABS. FOOTINGS, SUBSURFACE ELEMENTS, MISCELLANEOUS DEBRIS, ETC. WITHIN PROPERTY LINES UNLESS NOTED OTHERWISE 9. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST 50 THAT OUST DOES NOT CREATE A NUISANCE ON ADJACENT ROADS OR PROPERTIES SITE CONTRACTOR SHALL BE RESPONSIBLE FOR SKEET SWEEPING AND CATCH BASIN CLEANING AFTER EACH PHASE OF CONSTRUCTION AND AS NEED IS DETERMINED BY THE ENGINEER 10. CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY ABANDONED SUBSURFACE SOIL ABSORPTION SYSTEM (SAS) AND MISCELLANEOUS DEBRIS IT, NO ACTIVITY OTHER THAN NORMAL MAINTENANCE SHALL OCCUR ALLOWED OF LIMIT OF WORK LINES AS SHOWN ON PLAN WITHOUT THE APPROVAL OF ME ENGINEER. 72. THE CONTRACTOR SHALL NOTIFY DIG SAFE 0 1-888-344-0233 PRIOR TO COMMENCEMENT OF ANY DEMOLITION/CONSTRUCTION ACTMIY. LANDSCAPE NOTES 1. THE CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANT MATERIALS WITH .THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 2, NO PLANT MATERIAL WILL BE ACCEPTED WHICH DISPLAYS MAJOR IRREGULARITIES OR DAMAGE THE OWNER/WJDSCAPE ARCHITECT RETAINS THE RIGHT TO REJECT ANY PLANT MATERIAL DEEMED UNFIT. - 3. WARRANTEE: FOR A PERIOD OF TWO GROWING SEASONS FROM THE DATE THAT THE WORK UNDER THIS CONTRACT IS CERTIFIED AS SUBSTANTIALLY COMPLETE. THE CONTRACTOR SHALL: 1) WARRANTEE ALL PLANTS AND SEEDED AREAS UNDER ITIS CONTRACT. 2 REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD PLANTS WHICHI DE OR ARE IN POOR AND CONDITION AS DETERMINED BY THE OWNER; Y REPLANT WITH STOCK OF SAME SIZE AND OUTCRY AS ST To M SPECIFIED; 4) GUY AND MAINTAIN AS SPECIFIED HEREIN AT NO ADDITIONAL COST TO RIE OWNER. 4. ALL NEW LAWN AREAS SHALL RECEIVE A MINIMUM OF 4 INCHES TOPSOIL OF THE PROPER PH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY GROWTH OF LAWNS. THESE AREAS SHALL BE SEEDED WITH A FINE BUDS LAWN GRASS SEED OR SODDED. ADDITIONAL OFF-SITE TOPSOIL MAY BE REQUIRED. 5. ALL AREAS TO BE MULCHED SHALL RECEIVE 4 INCHES MINIMUM 1007 SHREDDED BARK MULCH WITHIN 46 HOURS OF PLANTING UNLESS OTHERWISE NOTED IN PLANTING DETAILS. 6. ALL TREE AND SHRUB PITS SHALL BE AT LEAST 2 FEET WIDER AND 1 FOOT DEEPER THAN THE TREE OR SHRUB ROOT BALE TO BE PLANTED IN 2 DISCRETE SHALL BE HIGH QUALITY LOAM OF THE PROPER PH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY GROWTH OF PLANT MATERIALS J. ALL PLANTS SHALL. BE NUPSERY GROWN AND CONFORM TO THE LATEST EDITION OF ANSI 260.11 AMERICAN STANDARD FOR NURSERY STOCK". 8. EACH PLANT TO BE FREE MOM DISEASE, INSECT INFESTATION, MECHANICAL INJURIES, AND IN ALL RESPECTS BE SUITABLE FOR FIELD PUNTING. 9. EACH PLANT TO BE IN THE TOP OF ITS SIZE CLASS AFTER SHEARING AND PRUNING. IT ADJACENT TO THE TOP OF ANY WALLS OVER 36"'A FENCE OR WALL SHALL BE CONSTRUCTED PER PLAN THAT MEETS LOCAL BUILDING CODE AND ALL OTHER APPLICABLE STATE AND FEDERAL TAINS 11. SEE DETAIL SHEETS FOR ADDITIONAL DETAILS & SPECIFICATIONS UP SHOULD CC OR ANY SUBCONTRACTOR ENCOUNTER A DISCREPANCE/CONFLICT IN THE PLAN. AN THE ACTUAL LOCATION OF A SITE FEATURE, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT/ENGINEER AND OWNER IMMEDIATELY. 13. ALL AREAS DISTURBED DURING CONSTRUCTION NOT DESIGNATED TO RECEIVE OTHER TREATMENT SHALL BE TRADED TO A MINIMUM DEPTH OF 4" AND SEEDED IN ACCORDANCE WITH THE FouowwG A. INCORPORATE GROUND LIMESTONE INTO ALL AREAS TO BE SEEDED AT A RATE OF 50 LBS/1,000 S.F. IS APPLY 10-6-4 FERTILIZER TO ALL AREAS TO BE SEEDED AT A RATE OF 2 LBS/L000 S.F. C. THOROUGHLY INCORPORATE LIME AND FERTILIZER INTO SEED BED TO DEPTH OF 3". BY DISCING OR OTHER APPROVED METHOD. 0, SEED WITH THE FOLLOWING MIXTURE, APPLIED AT A RATE OF 10 LBS/T000 S.F. SEED MIX: NAME OF SEED 7 BY WEIGHT MIN.'7 PURITY MIN. GERMINATION IN MIXTURE POS PRETENSES 50 90 25 "BARON" BARON BLUEGRASS FESTUCA RUBRA 25 95 `:85 'PENNLAWN' PENN AM FESCUE LOLIUM PERENNE 25 98 95 "PENNFINE" PENNFTNE E MULCH ALL SEEDED AREAS WITH STRAW AT A RATE OF 5 LBS/LOOO SEUNLESS HYOROSEEDING WAS USED E ALL SLOPES OF 3:1 OR GREATER AFTER BEING FOAMED, SEEDED AND. MULCHED IN ACCORDANCE WITH THE ABOVE SHALL SECURED WITH EROSION CONTROL BLANKETS (N0. AMERICAN GREEN S150 OR EQUAL). OVERLAP ALL NETTING JOINTS A MINIMUM OF 6" AND SECURE WITH DOUBLE ROW OF STAPLES PERMITTING ABBREVIATIONS EROSION & SEDIMENT CONTROL NOTES A.F.F. - ABOVE FINISHED FLOOR MANAGEMENT STRATEGIES AFS. - ABOVE FINISHED SLAB Cml DIE lneer, land sunryom En,imnmenlol ConsuLIFE APPROX. - APPROXIMATE WesHield, MA 01 OB5 L CONSTRUCTION TRAFFIC SHALL BE LIMITED TO THE CONSTRUCTION ENTRANCE. AS.F. - A- TOP OF fOUNDA➢ON E o2 Wa I -SD Z W W W J BLDG. - BUILDING p 4y nF M. LPL ANg IT QQ PE _ c�piiK YN.rTc 0C I„$S8°IS. 2. CONSTRUCTION SEQUENCE SHALL BE PHASED TO AMD LEAVING LARGE AREAS EXPOSED BLK - BLOCK 809 College Highway Southwick MA. 01077 FOR LONG PERIODS OF TIME. BOT - BOTTOM 3, TEMPORARY SEED AND MULCH SHALL BE APPLIED IMMEDIATELY FOLLOWING ROUGH B.D.W. - BWAL� OIIOM OF GRADING. SCALE: ASNOTED - BEARING V AtMv�( 4, SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED CONTINUOUSLY, ESPECIALLY AN CB - CATCH BASIN FOLLOWING STORM EVENTS TO LOCATE FAILING CONTROL MEASURES AND CONDUCT CL - CENTERLINE ROUTINE MAINTENANCE OPERATIONS C.I. - CAST IRON CLR. - CLEAR 5. THE CONSTRUCTION SUPERINTENDENT SHALL INFORM ALL ON-SITE WORKERS OF THE SEDIMENTATION CONTROL PROGRAM. CONC. - CONCRETE CONE - CONTINUOUS VEGETATIVE CONTROL PRACTICES CODES. - CONTRACTOR DBL. - DOUBLE L TOPSOIL STOCKPILING: TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE DISTURBED AND DET, - DETAIL STOCKPILED FOR LATER USE. STOCKPILE LOCATION SHALL BE APPROVED BY THE OWNER AND ENGINEER AND BE WITHIN LIMIT OF WORK. D.1. - DUCTILE IRON OR. - DIAMETER 2. TEMPORARY SEEDING: THE TEMPORARY SEDIMENT BASIN, TOPSOIL STOCKPILE AND ROUGH DIM. - DIMENSION GRADED AREAS SHALL BE SEEDED WITH WINTER RYE AT A RATE OF 30 LBS PER ACRE ANY SOILS THAT ARE LEFT EXPOSED AND UNDISTURBED FOR MORE THAN 30 DAYS DYL - DETAIL SHALL BE TEMPORARILY SEEDED. DWG. - DRAWING EA. - EACH A. SITE PREPARATION ENTER. - ELECTRIC •COMPLETE ALL ROUGH GRADING ARTICLES •REMOVE ALL ROCKS AND DEBRIS LARGER THAN 3"IN DIAMETER FROM AREAS TO BE ELEV - ELEVATION TEMPORARILY SEEDED. -EVENLY APPLY LIME TO ACHIEVE A PH VALUE OF ED. EXIST - EXISTING •EVENLY APPLY 14 LBS OF 5 -IB -10 ANALYSIS FERTILIZER TO A DEPTH OF 4" USING EXT. - EXTERIOR SUITABLE EQUIPMENT. FEE - FINISH FLOOR ELEVATION • SEEDBED IS TO BE LEFT IN FIRM AND SMOOTH CONDITION. •THE LAST TILLAGE OPERATION SHALL BE PERFORMED ACROSS WE SLOPE. RUN - FINISH FLK. - FLOOR B ESTABLISHMENT FOUND - FOUNDATION • EVENLY APPLY SEED IN ACCORDANCE WITH RIE SPECIES AND RATE INDICATED ABOVE FT. - FOOT OR FEET BY MEANS OF BROADCASTING OR HYDROSEEOING. • UNLESS HUMOSEEED, COVER SEED WITH 7/4" TO 712" OF TOPSOIL INSTIL. -INSTALLED ,APPLY MULCH OR EROSION CONTROL BLANKET IMMEDIATELY FOLLOWING SEEDING. LT - LIGHT .SERIIN SEEDING DATES WITH ENGINEERRMINESCMA ARCHITECT JF MAX. - MAXIMUM ENGINEERTLANDSCAPE ARCHITECT DETERMINES MAT SEED CANNOT BE APPLIED DUE TO M A.H.W. - MEAN ANNUAL HIGH WATER CLIMATE, TOPSOIL SHALL NOT BE SPREAD AND MULCHING SHALL BE APPLIED THE MH. -MANHOLE EXPOSED SURFACE TO STABILIZE SOILS UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. MIN. - MINIMUM •PERMANENT SEEDING SHALL BE APPLIED APRIL AND SEPTEMBER 30. MISC. - TO ALL TEMPORARY SEEPING SHALL BE APPLIED TO ALL OISTURBEO AREAS OUTSIDE THIS TIME D N.LS. NOT TIANEQ E -NOT TO SCALE FFAME UPON APPROVAL BY THE ENGINEERILANOSCAPE ARCHITECT O.A. - OVERALL G MAINTENANCE D.C. - ON CENTER .ALL ARES SHALL BE INSPECTED TO SEE THAT A 0000 PCB - PROPOSED CATCH BASIN S NECESSARY. STAND IS MAIMAINEO. AREAS SHALL BE REPAIRED AS NECESSARY D IS MAINTAINED. PDMS - PROPOSED DRAIN MANHOLE PEES -PROP. FLARED END SECTION NONSTRUCTURAL CONTROL PRACTICES PODS - PROP. OUTLET CONTROL STRICT. 1 SCARIFICATION: EXPOSED SLOPES EXCEEDING 4:1 SHALL BE SCARIFIED AT RIGHT PROP. - PROPOSED ANGLES TO THE SLOPE. PROVIDE PERIODIC UPGRADING OF SERRATIONS DURING EXPOSED PSMH - PROP. SANITARY SEWER MANHOLE PERIOD UNTIL VEGETATION IS ESTABLISHED. PROVIDE VEGETATIVE COVER AS SOON AS PWQU - PROP. WATER QUALITY UNIT POSSIBLE. ROE - POUNDS PER SQUARE INCH 2. STRAW MULCH: STRAW MULCH SHALL BE APPLIED IN CONJUNCTION WITH KEINE - REINFORCING TEMPORARY/PERMANENT SEEDING AND TO GRADED ARES WHICH REMAIN EXPOSED R.H. - RIGHT HAND OUTSIDE OF RECOMMENDED SEEDING DATES. MULCH SHALL BE APPLIED AT 90 LBS. SET - SHEET PER 1000 S.F. CONTRACTOR SHALL PERIODICALLY INSPECT AND REAPPLY AS NECESSARY, SPED - SPECIAL OR SPECIFICATIONS PARTICULARLY FOLLOWING SIGNIFICANT STORM EVENTS. SQ. - SQUARE 3. TOPSOIL: DISTURBED AREAS SHALL BE DEPOSITED PRIOR TO SEED APPLICATION. ST. - STEEL APPLICATION STANDARDS: STA. - STATION -REMOVE ALL ROCKS AND DEBRIS OVER 1"-1 1/2" IN DIAMETER. T.O.F. - TOP OF FOUNDATION • SCARIFY SURFACE PRIOR TO SEED APPLICATION. -APPLY 6" DEPTH OF TOPSOIL. T.O.W. -TOP OF WALL T.S. - TOP OF STEEL 4, SILT FENCE: SILT FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF THE SITE, RIP - TYPICAL AT CULVERT OUTLET LOCATIONS, OR AS INDICATED ON THE DRAWINGS. SILT FENCE SHALL WDS - WITH BE INSPECTED AND REPAIRED ROUTINELY, ESPECIALLY FOLLOWING STORM EVENTS UNTIL THE SITE HAS BEEN STABILIZED (COVER > 207) BY VEGETATION WTE - WATER W.W.M. - WELDED WIRE MESH STRUCTURAL CONTROL PRACTICES 1. RIP -RAP OUTLET PROTECTION: RIP -RAP SHALL BE PROVIDED AT ALL PIPE OUTLETS. MATERIAL SHALL BE HARD, DURABLE FIELD OR QUARRY STONE WHICH IS ANGULAR AND RESISTS BREAKING DOWN WHEN EXPOSED TO WATER OR WEATHERING. 2. CONSTRUCTION ENTRANCE: CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DRAWINGS. 3. OUST CONTROL: A WATER TRUCK SHOULD BE LOCATED ON-SITE FOR OUST CONTROL WHILE WORK IS PROCEEDING MAINTENANCE SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR: A. RIP -RAP OUTLET PROTECTION SHALL BE CHECKED REGULARLY FOR SEDIMENT ACCUMULATION. IF SIGNIFICANT AMOUNTS OF SEDIMENT ACCUMULATE, RIP -FAP SHALL BE REMOVED AND REPLACED. B. SILT FENCING SHALL BE INSPECTED REGULARLY FOR UNDERMINING AND DETERIORATION REMOVE SEDIMENT FROM BEHIND FENCE WHEN IT BECOMES 6 INCHES DEEP, C. SEEDED/MULCHED AREAS SHALL BE INSPECTED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE REPAIRED AS NECESSARY. SILT FENCE INSTALLATION NOTES 1, THIS SEDIMENT BARRIER UTILIZES MEMN PROMINENCE (100X) OR EQUAL. IT IS DESIGNED FOR SITUATIONS IN WHICH ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED. 2, RIE HEIGHT OF THE BARRIER SHALL NOT EXCEED 36 INCHES (HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). IDEALLY THE FILTER FENCE SHALL BE PLACED 10 FEET AWAY FROM THE TOE OF SLOPE 3 WHEN JOINTS ARE NECESSARY, FILTER FABRICS SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT STAKES WITH A MINIMUM 6 -INCH OVERLAP, ANO SECURELY SEALED. SEE MANUFACTURER'S RECOMMENDATION. 4. STAKES SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT RIE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). IN APPLICATIONS WHERE HEAVY FLOWS ARE EXPECTED SUCH AS IN -STREAM INSTALLATIONS STAKE SPACING SHALL BE PER MANUFACTURER'S RECOMMENDATIONS AND/Oft THE ENGINEERS RECOMMENDATIONS. 5. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 6 INCHES WIDE AND 6 INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 6. RIE PRE ASSEMBLED SILT FENCE SYSTEM SHALL BE UNROLLED, POSITION THE STAKES ON ME DOWNHILL SIOE OF THE TRENCH AND HAMMER THE STAKES AT LEAST 12 INCHES INTO RIE GROUND. ] RIE BOTTOM SIX (6) INCHES OF THE FABRIC SHALL BE LAID INTO WE TRENCH TO PREVENT UNDERMINING BY STORM WATER RUNOFF. 6, BACKFILL THE TRENCH OVER THE FILTER FABRIC AND COMPACT SUFFICIENTLY TO PREVENT THE RUNOFF FROM ERODING RIE BACKFILL 9. THE FABRIC SHALL NOT EMEND MORE THAT 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES OR SUPPORTS OTHER THAN THE STANDARD STAKES. 10, INSTALLED SILT FENCE BARRIERS SHALL BE MAINTAINED ON A REGULAR SCHEDULE WHICH MAY BE PRESCRIBED BY RIE LOCAL STATE OF FEDERAL REGULATORY AUTHORITY: BUT, AT MINIMUM SHALL BE CHECKED WEEKLY AS WELL AS AFTER EACH STORM EVENT. MAINTENANCE SHALL CONSIST OF AN INSPECTION or THE ENTRE LENGTH OF THE BARRIER TO DETERMINE IF IT IS FUNCTIONING AS INTENDED. ALL BREAKS, DETACHED FABRIC, SLUMPED FABRIC, CLOGGED FABRIC, AND UNDERMINED AREAS SHALL BE FIXED THE DAY THAT THEY ARE DISCOVERED. 11. WHEN A MAXIMUM OF SIX (6) INCHES OF SEDIMENT HAS ACCUMULATED BEHIND RIE SILT FENCE THIS SEDIMENT SHALL BE REMOVED AND THE FENCE SHALL BE INSPECTED FOR TEARS, CLOGGING OF BREAKS. ALL DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY EITHER BY REPAIR OF REPLACEMENT OF THE SILT FENCE BARRIER ANO/OR STAKES AS NEEDED. 12. SILT FENCE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE ISOTOPE AREA HAS BEEN DECADES OF SILT AND PERMANENTLY STABILIZED, .my n��n.�ynnnre..E.�nrnrnanrcy :. 1. HAY BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE ON THE CONTOUR, WITH ENDS OF ADJACENT BOLES TIGHTLY ABUTTING ONE ANOTHER 2. ALL BALES SHALL BE EITHER WIRE BOUND OR STRING RES. BALES SHALL BE INSTALLEO SO THAT BINDINGS ARE ORIENTED AROUND THE SIDES RATHER THAN ALONG THE TOPS AND BOTTOMS OF THE BALES TO PREVENT DETERIORATION OF THE BINDINGS. 3. THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE WIDTH OF A BALE AND THE LENGTH OF THE PROPOSED BARRIER TO A MINIMUM DEPTH OF FOUR (4) INCHES AND A MAXIMUM DEATH OF SIX (6) INCHES. AFTER THE BALES ARE STAKED AND CHINKED, THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND SHALL BE BUILT UP TO FOUR (4) INCHES AGAINST THE UPHILL SIDE OF THE BARRIER. 4, UCH BALE SHALL BE SECURELY ANCHORED BY AT LEAA TWO (2) STAKES OR REBARS DRIVEN THROUGH THE BALE THE FIRST STAKE IN EACH RATE SHALL BE DRIVEN TOWARD THE PREVIOUSLY SAID BALE TD FORCE THE BALES TOGETHER. STAKES OR REBARS SHALL BE DRIVEN DEEP ENOUGH INTO THE GROUND TO SECURELY ANCHOR THE BALES. 5, THE GAPS BETWEEN BOLES SHALL BE CHINKED (FILLED BY WEDGING) WITH STRAW TO PREVENT WATER FROM ESCAPING BETWEEN THE BALES. (LOOSE STRAW SCATTERED OVER THE AREA IMMEDIATELY UPHILL FROM A STRAW BALE BARRIER TENDS TO INCREASE BARRIER EFFICIENCY) 6. MAY BALES GENERALLY DETERIORATE IN 2-6 MONTHS AND THUS NEED REPLACEMENT. 7.. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE WOE PROMPTLY AS NEEDED. 8, BALE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS, BUT NOT BEFORE THE UPSLOPE AREAS HAVE BEEN PERMANENTLY STABLIZE). SITE PREP 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATION, INCLUDING BUT NOT LIMITED TO, ALL U LNIIES STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, FTG. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH 2. CONTRACTOR SHALL ERECT AND MAINTAIN 54FETY BARRICADES AND POST PROPER NOTICES PRIOR TEL THE COMMENCEMENT OF WORK. J CONTRACTOR SHALL PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING TO REMAIN 4. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM FROM DAMAGE DURING DEMOLITION OPERATIONS 5 DO NOT DAMAGE EXISTING UTILITIES TO REMAIN WITHIN PROJECT AREA. ALL DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE REALITY OWNER. 6. RIERE SHALL BE NO BURNING OF DEMOLISHED MATERIAL ALLOWED ON SITE. J. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ANY ITEMS TO BE TURNED OVER TO OWNER. 8 DEMOLISH AND REMOVE ALL PAVEMENT, SLABS. FOOTINGS, SUBSURFACE ELEMENTS, MISCELLANEOUS DEBRIS, ETC. WITHIN PROPERTY LINES UNLESS NOTED OTHERWISE 9. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST 50 THAT OUST DOES NOT CREATE A NUISANCE ON ADJACENT ROADS OR PROPERTIES SITE CONTRACTOR SHALL BE RESPONSIBLE FOR SKEET SWEEPING AND CATCH BASIN CLEANING AFTER EACH PHASE OF CONSTRUCTION AND AS NEED IS DETERMINED BY THE ENGINEER 10. CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY ABANDONED SUBSURFACE SOIL ABSORPTION SYSTEM (SAS) AND MISCELLANEOUS DEBRIS IT, NO ACTIVITY OTHER THAN NORMAL MAINTENANCE SHALL OCCUR ALLOWED OF LIMIT OF WORK LINES AS SHOWN ON PLAN WITHOUT THE APPROVAL OF ME ENGINEER. 72. THE CONTRACTOR SHALL NOTIFY DIG SAFE 0 1-888-344-0233 PRIOR TO COMMENCEMENT OF ANY DEMOLITION/CONSTRUCTION ACTMIY. LANDSCAPE NOTES 1. THE CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANT MATERIALS WITH .THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 2, NO PLANT MATERIAL WILL BE ACCEPTED WHICH DISPLAYS MAJOR IRREGULARITIES OR DAMAGE THE OWNER/WJDSCAPE ARCHITECT RETAINS THE RIGHT TO REJECT ANY PLANT MATERIAL DEEMED UNFIT. - 3. WARRANTEE: FOR A PERIOD OF TWO GROWING SEASONS FROM THE DATE THAT THE WORK UNDER THIS CONTRACT IS CERTIFIED AS SUBSTANTIALLY COMPLETE. THE CONTRACTOR SHALL: 1) WARRANTEE ALL PLANTS AND SEEDED AREAS UNDER ITIS CONTRACT. 2 REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD PLANTS WHICHI DE OR ARE IN POOR AND CONDITION AS DETERMINED BY THE OWNER; Y REPLANT WITH STOCK OF SAME SIZE AND OUTCRY AS ST To M SPECIFIED; 4) GUY AND MAINTAIN AS SPECIFIED HEREIN AT NO ADDITIONAL COST TO RIE OWNER. 4. ALL NEW LAWN AREAS SHALL RECEIVE A MINIMUM OF 4 INCHES TOPSOIL OF THE PROPER PH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY GROWTH OF LAWNS. THESE AREAS SHALL BE SEEDED WITH A FINE BUDS LAWN GRASS SEED OR SODDED. ADDITIONAL OFF-SITE TOPSOIL MAY BE REQUIRED. 5. ALL AREAS TO BE MULCHED SHALL RECEIVE 4 INCHES MINIMUM 1007 SHREDDED BARK MULCH WITHIN 46 HOURS OF PLANTING UNLESS OTHERWISE NOTED IN PLANTING DETAILS. 6. ALL TREE AND SHRUB PITS SHALL BE AT LEAST 2 FEET WIDER AND 1 FOOT DEEPER THAN THE TREE OR SHRUB ROOT BALE TO BE PLANTED IN 2 DISCRETE SHALL BE HIGH QUALITY LOAM OF THE PROPER PH AND ORGANIC CONTENT SUITABLE FOR THE HEALTHY GROWTH OF PLANT MATERIALS J. ALL PLANTS SHALL. BE NUPSERY GROWN AND CONFORM TO THE LATEST EDITION OF ANSI 260.11 AMERICAN STANDARD FOR NURSERY STOCK". 8. EACH PLANT TO BE FREE MOM DISEASE, INSECT INFESTATION, MECHANICAL INJURIES, AND IN ALL RESPECTS BE SUITABLE FOR FIELD PUNTING. 9. EACH PLANT TO BE IN THE TOP OF ITS SIZE CLASS AFTER SHEARING AND PRUNING. IT ADJACENT TO THE TOP OF ANY WALLS OVER 36"'A FENCE OR WALL SHALL BE CONSTRUCTED PER PLAN THAT MEETS LOCAL BUILDING CODE AND ALL OTHER APPLICABLE STATE AND FEDERAL TAINS 11. SEE DETAIL SHEETS FOR ADDITIONAL DETAILS & SPECIFICATIONS UP SHOULD CC OR ANY SUBCONTRACTOR ENCOUNTER A DISCREPANCE/CONFLICT IN THE PLAN. AN THE ACTUAL LOCATION OF A SITE FEATURE, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT/ENGINEER AND OWNER IMMEDIATELY. 13. ALL AREAS DISTURBED DURING CONSTRUCTION NOT DESIGNATED TO RECEIVE OTHER TREATMENT SHALL BE TRADED TO A MINIMUM DEPTH OF 4" AND SEEDED IN ACCORDANCE WITH THE FouowwG A. INCORPORATE GROUND LIMESTONE INTO ALL AREAS TO BE SEEDED AT A RATE OF 50 LBS/1,000 S.F. IS APPLY 10-6-4 FERTILIZER TO ALL AREAS TO BE SEEDED AT A RATE OF 2 LBS/L000 S.F. C. THOROUGHLY INCORPORATE LIME AND FERTILIZER INTO SEED BED TO DEPTH OF 3". BY DISCING OR OTHER APPROVED METHOD. 0, SEED WITH THE FOLLOWING MIXTURE, APPLIED AT A RATE OF 10 LBS/T000 S.F. SEED MIX: NAME OF SEED 7 BY WEIGHT MIN.'7 PURITY MIN. GERMINATION IN MIXTURE POS PRETENSES 50 90 25 "BARON" BARON BLUEGRASS FESTUCA RUBRA 25 95 `:85 'PENNLAWN' PENN AM FESCUE LOLIUM PERENNE 25 98 95 "PENNFINE" PENNFTNE E MULCH ALL SEEDED AREAS WITH STRAW AT A RATE OF 5 LBS/LOOO SEUNLESS HYOROSEEDING WAS USED E ALL SLOPES OF 3:1 OR GREATER AFTER BEING FOAMED, SEEDED AND. MULCHED IN ACCORDANCE WITH THE ABOVE SHALL SECURED WITH EROSION CONTROL BLANKETS (N0. AMERICAN GREEN S150 OR EQUAL). OVERLAP ALL NETTING JOINTS A MINIMUM OF 6" AND SECURE WITH DOUBLE ROW OF STAPLES PERMITTING r UDAi IS R LEVESQUE ASSOCIATES Iondsmpc Ardnleas Cml DIE lneer, land sunryom En,imnmenlol ConsuLIFE ph: 413.568.0985 Loc. 413.568.0986 40 School Street - WesHield, MA 01 OB5 rlaland.com - Ln Z WL® !- zW b> JW O� CCm C m Q Lo N fU Y Ill >o.. Q W +L,Nm tf,a W Cm OD C G ch ora U1z E o2 Wa I -SD Z W W W J 0Etn V.:Lc. } tn -m W In n p 4y nF M. LPL ANg IT QQ PE _ c�piiK YN.rTc 0C I„$S8°IS. PREP, FOP: Nathan Lecrenski Five Star Transportation, Inc.' 809 College Highway Southwick MA. 01077 ISSUANCF.nATE: AIFA8,2618 REVISIONS: DATE: UNAUTHORIZED AQERACON OF I HIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS SLATE UW SCALE: ASNOTED RLAPROU.NUMBER: 100601 V AtMv�( GENERAL CONSTRUCTION NOTES 1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL CONVENE A PRE CONSTRUCTION CONFERENCE BETWEEN THE CITY/TOWN REPRESENTATIVES, CONSULTING ENGINEERILANDSCAPE ARCHITECT, TRILBY COMPANY REPRESENTATIVES, AND ANY OTHER AFFECTED PARTIES. 2. THE OWNER, R LEVESQUE ASSOCNTELE INC., AND PAUL D SMIM LAND SURVEYING ANO/OR THEIR REPRESENTATIVES, IN PREPARING THESE PUNS HAVE ATTEMPTED TO LOCATE ALL EXISTING UTILITIES IN THE PROJECT AREA. HOWEVER, THERE MAY BE UTILITIES THAT WERE NOT OR COULD NOT BE LOCATED. UNDERGROUND UDLGAM SHOWN ON THE PUNS ARE IN APPROXIMATE LOCATIONS ONLY. ME CONTRACTOR SHALL DETERMINE ME EXACT LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL CALL ALL APPROPRIATE UTILITY COMPANIES FOR LOCATIONS OF THEIR UTILITIES AT LEAST 48 HOURS BEFORE COMMENCING EXCAVATION. IN THE EVENT THAT A UTILITY IS SITUATED SUCH THAT CONSTRUCTION CANNOT PROCEED AS SHOWN ON THE PUNS, THE PROJECT ENGINEER/LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY. 3. THE SHE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR DUET, TO HIS. FAILURE TO LOCATE AND PRESERVE ANY AND ALL UTILITIES. 4, ALL FILL WORK REQUIRED TO BRING THE PROPOSED ROADWAY UP TO SUB -GRADE LEVEL SHALL CONFORM TO MHD SPECIFICATIONS SECTION 150. 5, CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME 6. ALL WORK IN THE CITY/TOWN RIGHT-OF-WAY AND EASEMENTS SHALL BE IN ACCORDANCE WIM THE CITY/TOWN SPECIFICATIONS AND MASSACHUSETTS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. THE CONTRACTOR SHALL GIVE THE CGY/TOWN A MINIMUM OF 48 HOURS NOTICE BEFORE BEGINNING EACH PHASE OF CONSTRUCTION. IT CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION. SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 9, ALL WORK SHALL BE PERFORMED IN CONFORMANCE WIM ME CONDITIONS OF APPROVAL OUTLINED IN ALL STATE AND LOCAL PERMITS. COPIES OF THE CONDITIONS ARE INCLUDED WITHIN THE PROJECTS TECHNICAL SPECIFICATIONS. ME CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THIS INFORMATION PRIOR TO CONSTRUCTION AND CONFORMING TO THE CONDITIONS AS REQUIRED DURING CONSTRUCTION. 10, THE CONTRACTOR SHALL MAINTAIN THE JOB CLEAR OF TRASH AND DEBRIS THE WORK AREAS ARE TO BE PICKED UP AT THE ENO OF EACH WORK DAY 11. ANY TEMPORARY FACILITIES FOR THE STORAGE OR PROTECTION OF TOOLS, EQUIPMENT OR MATERIALS SHALL CONFORM TO LOCAL REGULATIONS AND SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY. THESE DOCUMENTS OC NOT INCLUDE ME NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, AND COMPLIANCE WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL BE THE GENERAL CONTRACTORS REsaoNslenlr:. 12. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL NSIT ME SITE AND BECOME FAMILIAR WITH ALL CONDITIONS PRIOR TO SUBMITTING HIS PROPOSAL. NO EXTRAS DUE TO UNFAMILIARITY WITH THE EXISTING SITE OR WORKING CONDITIONS WILL BE ALLOWED. 13. CONTRACTOR SHALL BE REQUIRED TO PERFORM FINAL CLEANUP CONSISTING OF CLEANING THE PROPOSED DRAINAGE AND SEWER SYSTEMS OF ALL DEBRIS PRIOR TO THE ACCEPTANCE BY THE OWNER. ADDITIONALLY, THE PROPOSED ROADWAY SHALL BE CLEANED AND SWEPT BY THE CONTRACTOR PRIOR TO ACCEPTANCE. 14. ALL EXCAVATION SHALL COMPLY WITH COLAS LATEST STANDARDS. ALL REQUIREMENTS OF OSHAA EXCAVATION STANDARDS SHALL BE PROVIDED BY ME CONTRACTOR INCLUDING, BUT NOT LIMITED TO, THE PROVISION FOR A COMPETENT PERSON ON SITE MANAGER AND ANY REQUIRED DOCUMENTATION THAT MAY REQUIRE CERTIFICATION BY A PROFESSIONAL ENGINEER. ME OWNER, THROUGH ITS ENGINEER, SHALL EXPRESSLY NOT PROVIDE ANY OF ME ABOVE REQUIREMENTS DESIGNATED BY OSHA'S EXCAVATION STANDARD. 15. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ME COST OF LAYING OUT ALL ITEMS OF ME WORK BASED ON CERTAIN HORIZONTAL CONTROL AND BENCHMARK SUPPLIED BY ME SURVEYOR OF RECORD. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 16. THE CONTRACTOR SHALL BROODS ALL MATERIALS, LABOR, MWPMEW, PERMITS AND APPURTENANCES NECESSARY TO PROVIDE A COMPLETE PROJECT AS INDICATED ON THE PLANS AND IN THESE SPECIFICATIONS. 12. ME CONTRACTOR SHALL BE RESPONSIBLE FOR A THOROUGH SITE EXAMINATION IN ORDER TO PREPARE SITE FOR CONSTRUCTION I& ANY AND ALL DEMOLISHED TREES, STRUCTURES AND OTHER RUBBLE MATERIAL PERTAINING TO THIS PROJECT SHALL BE DISPOSED OF BY THE CONTRACTOR OFF-SITE AT HIS EXPENSE IN ACCORDANCE WITH ALL OF ME CRO/TOWN ORDINANCES AND ALL APPLICABLE STATE AND FEDERAL MORONMEWAL REGULATIONS. 19, ALL PAVEMENT DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL 6E REPLACED IN ACCORDANCE WITH THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS. 20, ALL STREET EXCAVATIONS SHALL BE COMPLETELY CLOSED AT ME END OF EACH WORKING DAY BY BACKFILLING OR COVERING WITH STEEL PLATES, 21. ALL MATERIALS AND METHODS ARE TO COMPLY WITH ME CINIMWN DPW STANDARDS OR MASSACHUSETTS DEPARTMENT OF TRANSPORTATION (MASSDOT) (WHERE APPLICABLE), UNLESS OTHERWISE DIRECTED BY ME ENGINEER 22, PERMITS WILL BE REQUIRED BY CONTRACTOR WHEN WORKING WITHIN OR OCCUPYING PUBLIC WAY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED WORK PERMITS AND MAINTAINING A COPY OF ALL PERMITS IN A THREE RING BINDER OR PROJECT BOOK AND ON-SITE AT ALL TIMES. 23. BACKFILL. WILL BE PLACED IN SUCCESSIVE LAYERS NOT MORE MAN TWELVE INCHES IN THICKNESS AND SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY DETERMINED BY STANDARD PROCTOR TEST (ASTM 698) FOR ALL APPLICABLE TYPES OF BACKFILL MATERIAL. NO FROZEN MATERIAL SHALL BE USED AS BACKFILL IF, IN THE OPINION OF THE ENGINEER OR THE DPW, THE EXCAVATED MATERIAL 15 UNSUITABLE, THE ENTIRE MATERIAL FOR BACKFILLING SHALL CONSIST OF APPROVED GRAVEL OR APPROVED BORROW, AS DIRECTED, AFTER THOROUGH TAMPING AROUND AND BENEAM THE UTILITY, A SIX-INCH LAYER OF BACKFILL WILL BE THOROUGHLY COMPACTED AS FOLLOWSIF DRY, SHALL BE MOISTENED AND THEN COMPACTED WITH MECHANICAL TAMPERS OR BY HAND TAMPERS HAVING A TAMPING FACE NOT EXCEEDING 25 SQUARE INCHES IN AREA. THE FINAL TWELVE INCHES OF FILLING WILL, IN ALL CASES, CONSIST OF APPROVED GRAVEL THOROUGHLY TAMPED. 24. CONTRACTOR SHALL PROVIDE FIELD COMPACTION VERIFICATION UTILIZING ASMI 05195-02, STANDARD TEST METHOD FOR DENSITY OF SOIL & ROCK IN-PLACE AT DEPTHS BELOW THE SURFACE BY NUCLEAR METHODS, 25. CONTRACTOR SHALL PROVIDE FIELD COMPACTION RESULTS TO ENGINEER WITHIN 24 -HOURS PRIOR TO PLACEMENT OF INFRASTRUCTURE OR BITUMINOUS BINDER. 26. ALL FILL TO BRING PROPOSED ROADWAY UP TO THE SUB -GRADE LEVEL SHALL EXTEND PAST ME EDGE OF ME RIGHT-OF-WAY AT A 2:1 SLOPE. THIS IS TO PROVIDE ADEQUATE SUPPORT FOR THE RIGHT-OF-WAY. LAYOUT NOTES 1. ALL' CONSTRUCTION IN Cr"OWN RIGHT-OF-WAYS AND/OR EASEMENTS SHALL BE IN ACCORDANCE WITH THE CITY/TOWN STANDARD SPECIFICATIONS. 2. IN THE EVENT OF DISCREPANCIES BETWEEN LOCAL SPECIFICATIONS AND SITE SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 3. SITE CONTRACTOR SHALL PROTECT ALL BENCHMARKS ARE PROPERTY MONUMENTATION AND SHALL REPLACE OR REPAIR, AT HIS OWN EXPENSE, BENCHMARKS AND MONUMENTATION DISTURBED DURING CONSTRUCTION. 4. ALL STRIPING. PAVEMENT MARKINGS, AND TRAFFIC SIGNAGE SHALL BE IN ACCORDANCE WITH ME MANUAL ON UNIFORM TRAFFIC CONTROL BEATER. LATEST EDITION, UNLESS OTHERWISE NOTED ON THE PLANS. 5 ALL''. WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO: AASMQ OSHA, EPA, DEP, MASSOOT , ETC. THE GENERAL CONTRACTOR SHALL APPLY FOR ALL PERMITS AND SHALL PAY ALL PERMIT RELATED FEES. ALL NECESSARY PERMITS SHALL BE OBTAINED PRIOR TO THE START OF WORK. 6. ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS ARE TO BE VERIFIED BY THE CONTRACTOR. IF FIELD CONDITIONS VARY SIGNIflCANTLY ENOUGH TO REQUIRE A CHANGE TO THE CONTRACT DOCUMENTS, THE PROJECT PROPONENT AND ENGINEER SHALL BE NOTIFIED IMMEDIATELY Z THE. SIRFRENERAL CONTRACTOR AND SUBCONTRACTORS SHALL CONTACT THE OWNER AND ENGINEER SHOULD HE FIND ANY CONFLICT OR INCONSISTENCY BETWEEN THE WORK SHOWN ON THE DRAWINGS AND NORMAL ACCEPTED CONSTRUCTION PRACTICES OR HE SHALL ASSUME RESPONSIBILITY FOR ALL CORRECTIONS B, ANY CORRECTIONS REQUIRED FOR REVISIONS TO THE CONTRACT DRAWINGS INITIATED BY ME GENERAL CONTRACTOR OR SUBCONTRACTORS WITHOUT PRIOR APPROVAL OF THE OWNER AND OR THE ENGINEER SHALL BE ACCOMPLISHED AT THE CONTRACTORS RISK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ME REMOVAL AT LEGAL DISPOSAL OF ALL MATERIAL NECESSARY TO PREPARE THE SITE FOR ME NEW CONSTRUCTION AS SHOWN ON THE -SITE DRAWINGS 10, REPAIR DAMAGED CITYMWN ROCH5 AND CURBS IN ACCORDANCE WITH MASSOOT AND/Oft ME CM/TOWN REGULATIONS. 11. CONTRACTOR SHALL SAWCUT PAVEMENT EDGE WHERE PAVEMENT TO REMAIN IS ADJACENT TO PAVEMENT TO BE REMOVED. 12. CONTRACTOR SHALL PREPARE SITE AS NECESSARY FOR CONSTRUCTION SHOWN ON THE PLANS. EARTHWORK NOTES L THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANO/CR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF WE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 3. STORM PIPE SHALL BE AS NOTED ON PUNS, 4. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 5, EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS B. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT i FOOT INTERVALS. J. IF ANY EXISTING STRUCTURES M REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE ME CONTRACTORS RESPONSIBILITY TO REPAIR ANO/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER B. ALL STORM PIPE ENTERING STRUCTURES SHALL BE SEALED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 9. ALL STORM SEWER MANHOLES FRAMES AND GRATES ARE TO BE SET EQUAL TO FINISH GRADES, AND SHALL HAVE TRAFFIC BEARING RING & COVERS (H20). 10. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE 11. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS LT ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY STABILIZABON FABRIC TO ALL SLOPES 3H:IV OR STEEPER. CONTRACTOR SHALL GRACE DISTURBED AREAS IN ACCORDANCE WITH THE SPECIFICATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 13. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME 14. IF CONTRACTOR RELOCATES OR SETS NEW BENCHMARKS, ME VERTICAL ELEVATIONS OF THE BENCHMARKS SHALL BE SET WITHIN A TOLERANCE OF 0.010 FL 15, CONTRACTOR SHALL LEAVE GRADE BEHIND CURB IN ALL PLANTER AREAS A MINIMUM OF 4" LOW FOR THE PLACEMENT OF SUITABLE TOPSOIL OR PLANTING MIX. SITE UTILITY NOTES GENERAL: 1, ALL FILL MATERIAL IS TO BE IN PLACE. AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. TOPS OF EXISTING MANHOLES SHALL BE SET EQUAL TO FINISH GRADE, IN GRASSED LANDSCAPED AREAS WITH WATER TIGHT LIDS. 3 ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 GET 4, DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. 5, EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES & SITE/GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES AT ME TOWN WITH REGARD TO MATERIALS AND INSTALLATION OF ME WATER AND SEWER LINES. ). THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF ME VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. ME INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UFNTIES IT SHALL BE THE RESPONSIBILITY OF ME CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 8, CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 9, CONTRACTOR SHALL COORDINATE INSPECTION OF UTILITY LINES WITH APPROPRIATE AUTHORITIES PRIOR TO BACKFILLING TRENCHES HE CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA STANDARDS OR DIRECTIVES OR ANY OTHER AGENCY THONG JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN ANO MAINTENANCE OF ALL SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROTECTION. 11. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES WITH LOCAL COMPANIES TO AVOID CONFLICTS AND TO ASSURE THAT PROPER DEPTHS ARE ACHIEVED. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANIES FOR EXACT LOCATION AND SCHEDULING OF CONNECTIONS TO THEIR FACILITIES. 12. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, DUE TO THE LACK OF AVAILABLE DOCUMENTATION. ALL UTILITIES, INCLUDING CURB BOXES, MAY NOT BE SHOWN ON MME DRAWINGS. THE CONTRACTOR SHALL CALL THE 'CIG SAFE CENTER' TO HAVE ALL UTILITIES MARKED ON THE GROUND PRIOR TO THE START OF CONSTRUCTION 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ME EXACT LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, 14. DO NOT INTERRUPT EXISTING UTILITIES WITHOUT AUTHORIZATION FROM THE OWNER, OWNERS OF ADJACENT PROPERTIES, AND RIE CORRESPONDING UTILITY OWNER. CONTRACTOR SHALL ARRANGE TO SHUT OFF UTILITIES, AS REQUIRED, WITH THE UTILITY OWNERS 15. COORDINATE UTILITY TERMINATION WITH UTILITY OWNERS. PREP/ PEp FOR'IA1,0".. Nathan LVLopIINTS' Five Star Tro nspoHo' 00 Inc. 809 College HlAhwoy Southwick MA. OIOJJ ISSIANCE OATS: AAAPS ,H01B^eic. REVISIONS: NTIOA OF N OF ON LUNA�L[ UTHO'Z D� IMT 10 LYS F M'S"MUSETH MATT LAW GALE: I IS x Al A.,S'1 `hawk y8 " Xx R LEVEpSyQ.UE ASSOCIATES ES Lo0dsc0paa.chll� GMT e„9meen Lo,a s.,,,OoR Em ental Con ns ph: 413.568.0985 fax: 413.568.0986 40 S600151reaf WSTf eld, MA 01065 rlaland.com ru rd VI InW Lb N H a C w N Z' �= e Z u u u L ro - O Ln fu W"ma J c ryu3 C ° IM ro F�q E 02 YI Z U ®.. >- N Ln W Ln inQ PREP/ PEp FOR'IA1,0".. Nathan LVLopIINTS' Five Star Tro nspoHo' 00 Inc. 809 College HlAhwoy Southwick MA. OIOJJ ISSIANCE OATS: AAAPS ,H01B^eic. REVISIONS: NTIOA OF N OF ON LUNA�L[ UTHO'Z D� IMT 10 LYS F M'S"MUSETH MATT LAW GALE: I WHITES PATH Op IH YJM IC Or SPIE )LF AT - <— / A i9.T W-'-- - - D V i r -- As mt- - .._ PROPOSED TREELIKE (ttP) (=U LAND N/F TOWN OF KARYOUTH n j � Y �Y INSTALL SILT FENCE AT \ _4 DOWNGRADIENT LIMIT OF WON X INSTALL TRACKING APRIN CLEAR VEGETAIIDN \ AT CONSTRUCTRUCTION ENTFANCp 1 5' 2 fBA SE PREPARE AREA FOR INCREASED ; LANDSCAPE BUFFER &PLANTINGS �w 9U6GRADE FOB PAVING AND G PREPARE W F o I F CHELC M1. \ f /Lyn YI'v\'y'\-YYYY'v YYYyy- " Fi . , e OF ..0 YO "A" LAND DIF Y 4 .-- DAVID MARCFAU/DEMOLISH AND REMOVE \ EXISTING SIDEWALK Tr I i.� CANNOT EXISTING PAVING EXISTING z BU! D I µt s, � T hK -- _ I � _ � _ I �{ IXIiTINO { OAR p { j {,OJJ S.F ODCN = EAVEO 3 REMOVE EXISTING PAVED PARKING AREA: V �_ I AREA 0 !'y PREPARE AREA FOR INCREASED I - t1 \ 2 ,'"+ LANDSCAPE BUFFER &PLANTINGS OO.z ODOR j. A t• }� AREA ! (UT •y'i. -1 ( q. N., i I CY z...,,_ _ ` I \ I i. DOOa } Y �w SII C 1 - ! `� CETIIC1 REMOVE ESTING GRAVEL PARKING AREA; EXISTING I t �\ \ - i/ h 'S PREPARE AREA FOR Ed PLANED BUILDING .% / s LANDSCAPE BUFFER &PLANTINGS I FI 1 LAND N/F j \ I ti a RONALD R BOFFOLI \1 REMOVE EXISTING PAVING & BASE; PREPARE AREA FOR INCREASED T -:\/;. LANDSCAPE BUFFER & PLANTINGS j\\�Y / BAILOUT EXISTING PAVING AT / SDRIVEWAY STREET PAVING JUNCTION IF PANNE P REPLACEMENT IS REQUIRED PROPOSED TODDLING (I REPLACE E PP.)XISTING HAVING "IF -s "\ -SHOWN TO BE DETERIORATED %� 1 I REMOVE EXISTING GRAVEL PARKING AREA; VER EXAMINATION --A 'I J PREPARE AREA FOR INCREASED i �� s ^( 0 LANDSCAPE BUFFER & PLANTINGS INSTALL DICT FENCE AT 1 ''/ / DOWNGRAOIENT LIMIT OF WORK } INSTALL SILT FENCE AT ., ET DOWNGRADIMVT LIMIT OF WORK ❑ 0 YVtiy ,,Y, A vv �Yri� Yvw i 1 c LAND N/F s �� o BR0 SAME' �S (' r FERRIS IND INC y4 PROPOSED t TREELIKE 1 CLEAR VEGETATION EARN N/F LT (nP) I TOWN OF YARMOUTH \ 30 0 15 30 60 9\ IT ems#bi't A. N xgy S, ipS� WW IR� No p R2 RLEVESQUE ASSOCIATES U d P A F 1 R C. 1 EOmws Land MuNeSars E -mnmeolol Cnnsullonts ph' 413.568 0985 fax. 413 568 4986 40 School Street Westlleld SKE01085 nlalandcom Lb DEMOLITION NOTES 1. THE INFORMATION SHOWN HEREON IS NOT INTENDED TO BE AN EXHAUSTIVE SURVEY OF ALL APPURTENANCES THAT MAY OR MAY NOT BE IN PUCE TO SERVE THE EXISTING ON-SITE STRUCTURES AND USE. SEPTIC SYSTEM COMPONENTS, UNDERGROUND TANKS, AND OTHER SUB -SURFACE STRUCTURES MAY BE IN PUCE AND MAY REQUIRE ATTENTION BEFORE CONSTRUCTION MAY PROCEED. 2. CONTRACTOR SHALL CONDUCT A PRE -DEMOLITION SURVEY TO IDENTITY ANY AND ALL URLIRES AND UTILITY COMPONENTS TO BE DISCONTINUED, REMOVED, OR DEMOLISHED IN PUCE AND THE PRESENCE OR ABSENCE OF ANY HAZARDOUS MATERIALS J. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION, REMOVAL OR RELOCATION. INCLUDING BUT NOT LIMITED TO: ALL UTILITICS, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIESSPEChnCITIONS AND SHALL BE APPROVED BY SUCH. ALL COSTS SHALL BE INCLUDED IN BASE BID.' 4, CONTRACTOR SHALL ERECT AND MAINTAIN SAFETY BARRICADES AND POST PROPER NOTICES PRIOR TO THE COMMENCEMENT OF WORK 5, CONTRACTOR SHALL PROTECT EXISTING SRE IMPROVEMENTS, APPURTENANCES AND LANDSCAPING TO REMAIN. 6. CONTRACTOR SHALL MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM FROM DAMAGE DURING DEMOLITION OPERATIONS. ANY DAMAGE TO EXISTING UTILDIES TO REMAIN SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE UTILITY OWNER. 7. ALL UTILITY DISCONNECTION SHALL BE PERFORMED TO THE SATISFACTION OF THE RELCVANT UTILITY COMPANY AND COMPLY WITH ANY LOCAL, STATE ANO/OR FEDERAL REGULATORY AGENCIES. 8, CONTRACTOR SHALL PROMPTLY TRANSPORT AND LEGALLY DISPOSE OF DEMOLISHED MATERIALS OFF OWNERS PRGPERR 00 NOT ALLOW DEMOLISHED MATERIAL TO COLLECT ON SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DISPOSAL. 9. THERE SHALL BE NO BURNING OF DEMOLISHED MATERIAL ALLOWED ON SITE. 40. CONTRACTOR SHALL COORDINATE WITH OWNER FOR ANY HEMS TO BE TURNED OVER TO OWNER. 11. CONTRACTOR IS RESPONSIBLE FOR CONTROLLINGDUST THAT DS ES DUST ODES NOT CREATE A NUISANCE ON ADJACENT ROADS OR PROPERTIES. SITE CONTRACTOR RUCTIONAN SHALL BE RESPONSIBLE FOR STREET SWEEPING AND CATCH BASIN CLEANING AFTER. EACH PHASE OF CONSTRUCTION AND AS NEED IS DETERMINED BY THE LANDSCAPE ARCHITECT/ENGINEER. IS NO ACTIVITY SHALL OCCUR OUTSIDE OF LIMIT OF WORK LINE AS SHOWN ON PLAN. WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT/ENGINEER AND LANDOWNER. 13 THE CONTRACTOR SHALL NOTIFY DIG SAFE ® 1-888-344-723J A MINIMUM OF 72 HOURS (M -F) PRIOR TO COMMENCEMENT OF ANY DEMOLMON/CONSTRUCTION ACTIVITY 14. THE LANDSCAPE ARCHITECT ENGINEER IS NOT RESPONSIBLE FOR ANY ITEMS THAT MAY BE DISCOVERED O - / ON -SIM DURING: DEMOLITION OR CONSTRUCTION THAT WAS NOT PREVIOUSLY INDICATED ON THE SURVEIS OR INFORMATION PROVIDED. 15. PAVEMENT SHALL BE SAWCUT AT THE LIMIT OF WORK. ALL PAVING, FOOTINGS, UTILmE$ CURBING AND OTHER EXISTING IMPROVEMENTS SHALL BE REMOVED OR SUITABLY MILLED TO THE SATSFACHON OF THE OWNER AND GENERAL CONTRACTOR. SHORT TERM EROSION CONTROL MAINTENANCE 1, THE CONTRACTOR OR SUBCONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING. EACH CONTROL SHOWN ON THE SEDIMENTATION AND EROSION CONTROL PLAN. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINEDR DU TNG ALL BEEN STABILIZED. CONSTRUCTION UNTIL THE MEASURES WILL OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREA HAVE VE BEEN STABILIZED. ADDITIONAL CONTROL MEASURES WIEL BE INSTALLED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF-SITE SEDIMENTATION IF DEEMED NECESSARY BY ON-SITE INSPECTION. 3 EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCEMENT OF CLEANING. GRADING EXCAVATION, OR OTHER OPERATIONS THAT WILL DISTURB THE NATURAL PROTECTION 4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AT LUST ONCE EVERY SEVEN Z CALENDAR GAYS AND AFTER ANY STORM EVENT GREATER THAN . INCHES OF PRECIPITATION DURING ANY 24-HOUR PERIOD. AND THE INSPECTION SHALL BE DOCUMENTED IN WRITING. DAMAGED OR INEFFECTIVE DEVICES ES SHALL BE REPAIRED OR REPLACED, AS NECESSARY 5. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID EXCESS EROSION OF THE SITE DUE TO THE CONSTRUCTION OF THIS PROJECT 6. SILT SHALL BE REMOVED FROM BEHIND BARRIERS IF GREATER THAN 6 -INCHES DEEP OR AS NEEDED. SEDIMENT THAT IS COLLECTED IN STRUCTURES SHALL BE DISPOSED OF PROPERLY AND COVERED IF STORED ON-SITE 7. DAMAGED OR DETERIORATED ITEMS WILL BE REPAIRED IMMEDIATELY AFTER IDENTIFICATION. B. ALL DITCHES SHALL BE STABILIZED AS SOON AS IS PRACTICABLE TO MINIMIZE EROSION. 9. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD WORKING STATE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, THE EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF 50 AS TO CAUSE NO OFF-SITE SILTATION. IO. INSPECT AND MAINTAIN CONSTRUCTION ENTRANCE STONE SUCH THAT SEGMENT DOES NOT TRACK ONTO THE STREET ANY SEDIMENT TRACKED ONTO THE S REFT SHALL BE CLEANED DAILY. 11. AFTER CATCH BASINS HAVE BEEN CONSTRUC70 AND THE SITE HAS BEEN CARLO, THE CONTRACTOR SHALL PROTECT THE INLETS BY CONSTRUCTING INLET PROTECTION AS SHOWN ON THE PLANS. INLET PROTECTION TO REMAIN IN PLACE AND MAINTAINED UNTIL DISTURBED AREAS HAVE BEEN STABILIZED, LOAMED AND SEEDED. 12. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ALL DISTURBED EARTH. HAS BEEN SUBSTANTIALLY STABILIZED AFTER REMOVAL OF MEASURES, DISTURBED AREAS SHALL BE REGRADED AND STABILIZED AS NECESSARY 13. THIS PLAN IS PROVIDED AS A BASIS FOR THE INITIAL SEDIMENTATION AND EROSION CONTROL MEASURES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UPDATE AND EXPAND THIS PLAN AS SITE CONDITIONS DICTATE H IS THE CONTRACTOR'S RESPONSIBILITY TO PREVENT THE OCCURRENCE OF SILTATION TO WETLAND RESOURCE AREAS AND THE MOVEMENT OF SEDIMENT BEYOND THE SITE BOUNDARIES. CONSTRUCTION SEQUENCE L CONTACT THE TOWN OF YARMOUTH AT LEAST FORTY-EIGHT HOURS PRIOR TO COMMENCEMENT OF ANY DEMOLITION, CONSTRUCTION, OR EARTHWORK ACTIVITY ON THIS PROTECT 2. CONSTRUCT AMI -TRACKING PAD AT ENTRANCE AND INSTALL ANY REQUIRED INLET PROTECTION AS DEPICTED ON THE PLAN 3. INSTALL SILT FENCE AS SHOWN ON THE PLANS... 4. UPON COMPLETION OF EROSION CONTROL MEASURES, CLEARING AND GRUBBING AND EARTHWORK MAY COMMENCE " 5. CLEAR AND GRUB SITE STOCKPILE ANY CHIPPING OR TOPSOIL MATERIAL TO REMAIN ON SIZE FOR LONGER THAN 14 DAYS AND INSTALL SILT FENCE AROUND THE PERIMETER OF LITE STOCKPILE. 6. COMMENCE EARTHWORK BY EXCAVATING FOR THE CU7dFILL SLOPES AS SHOWN ON THE PLANS. STABOSSMISEED ANY SLOPES THAT HAVE ACHIEVED FINAL GRADE. Z. INSTALL UTILITIES AS SHOWN ON PLANS INCLUDING WATER SERVICE, SEWER SERVICE, GAS SERVICE, ELECTRICAL SERVICE AND STORMWATER MANAGEMENT SYSTEM. B. GRADE THE SITE TO ACCEPT PAVEMENT SECTION MATERIALS. 9, INSTALL PAVEMENT AS SPECIFIED ON THE PLANS. 10, UPON INSTALLATION OF PAVEMENT SURFACE, INSTALL INLET PROTECTION AS REQUIRED ON ANY. NEW INLET STRUCTURES. 17. FINAL GRADING AND STABILIZATION OF ANY REMAINING EXPOSED AREAS 12. AT THE DIRECTION OF THE TOWN OF YARMOUTH, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED. PERM{TT!NG I! IT ems#bi't A. N xgy S, ipS� WW IR� No p R2 RLEVESQUE ASSOCIATES U d P A F 1 R C. 1 EOmws Land MuNeSars E -mnmeolol Cnnsullonts ph' 413.568 0985 fax. 413 568 4986 40 School Street Westlleld SKE01085 nlalandcom Lb ti OQ njJ Na mp ®W 0 0 In 44 W cn in h W In > W Q„` a0 >u `FNa 20 32m W Om 0. Q om E OcW ura o, C >_ ul N Ul 2W a" In W PA4Us8 . .S' M LEy?f i.Sp 6 �T�VI PREPAREOFOR; Nathan Lecrenski Five Star Transportation, Inc. 809 College Highway SouthwickfiNk 01077 155UANCCEI A ,AB 2018 REVISIONS DATE: A,Re .d D,m,lb i Prep 09R6 18 B'. O R B S? R. COMMENTS 12.18.18 UNAUTHORIZED ALTENIPON OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE ASNOTED RLA PROD. NUMEER; 180601 I IN I! \ I \ LANT N/F TOWN AT VlJAA'ZPH\ SNOW STOCKPILE AREA (SEE LAYOUT NOTE #4) CURB OPENING FOR DRAINAGE 6'-HIGh STOCKADE FENCES 1 TRANSITIONFROM STOCKADE `II IOCHAIN LINK FENCEO CHAIN LINK FENC Ir Y/ VATLAY FA 6' -HIGH BLACK PVC COTE CHAIN LINK FENS E ,S No OIL TANI H GTED ENTRANCE AROUND - TYPE (MINIMUM) EXISTING SEPTIC SYSTEM EXISTING PROPOSED ENCLOSED AREA DUMPSTER AREA (12'X20') w PROPOSED FRONTAGE LOADING ZONE 357 A ELM FT EXISGNF LAFLT SHAPE FACTOR NAM 72 18 NO CHANGE FRONT YARD EXISTING BARO BUILDING SIDE YARD IO FT / MAINTAIN 10' WIDE PLANTED REAR YARD - FAR ALONG PROPERTY LINE NET (NO TREES >410 SHALL BE ENDING COVERAGE ',MARY :',EARED WITHOUT SITE PLAN 5% REVIEW TUM APPROVAL) IMPERVIOUS COVERAGE (AGO EXISTING VEGETATION TO REMAIN (IMADL) (NO TREES >4"0 SHALL BE CLEARED WITHOUT SITE PUN REVIEW TEAM APPROVAL) SEE SHEET C-6 FOR AUGMENTED PUNTING WHITES PATH ELAN=63.62 YYI_._ J 'I PROPOSED TREELNE (OFF.) TTYT, y LOAM AS SEED LANDSCAPE AREAS (TYP) S� BITUMINOUS CONCRETE r.� L1 ��y L CONCRETE PAD PAVEp PARKING AFEA � /'a L tN"'. XJ f 0 A5 TO BE ICO FUTURE FUELING ARRA y ti.. ^' ^"' "'w " "" f •� R TO BE LTH AND LTTE BOARD r OF HEALTH ANO PERMITTED WITH I PEA AT A LITER DATE r 3 3 Po , BIT GOOD PAVED AREA .T ELECTRIC METER ' Yv1 r. r y -..y- m �� A/C UNITS 04 GOh'G PAD A , HGP PARKING WITH WHEEL STOP 'SIGN AND PROTECTIVE DOLLARS) (TAP.) S 'i AOA COMPLIANT WALK NEW LANDSCAPE AREA AT EX. CONCRETE X131 5' NIT.. .. _ PROPOSED OVERHANG 21 t /� •� w1 TpC - 1 BTIUMINDUS \\\ SNOW STOCKPILE ARU ,Y" t% CONCRETE PAVED (SEE LAYOUT NOTE R4) PARKING AREA- / 10 EAPQh h \ BUS PARKING SPACES AF FTT� a FT ., N Iry Y 49 SIGN "NO VEHICLES ALLOWED _ PROTECT STORMWATER BASIN" (LIA) TI-!LT PROPOSED I_ FDU RETEWIDN ARU % (M N/T (PROTECT BASIN ^YIN G YB=dOURI 7 G CONSTRUCTION) PROPOSED 6' -NIGH \ BLACK PVC -COATED CHAIN LINK FENCE PROPOSED WOODEN GUARDRAIL TYPE (MINIMUM) REQUIRED EXISTING PROPOSED AREA 40.000 S f. 58,862 A I t NO CHANGE. FRONTAGE MET 357 A ELM FT 1 SHAPE FACTOR NAM 72 18 NO CHANGE FRONT YARD 30 FF BARO NO CHANCE SIDE YARD IO FT 10 R NO CHANGE REAR YARD - 30 R NET NO CHANGE ENDING COVERAGE ',MARY R 5% NO CHANGE IMPERVIOUS COVERAGE (AGO 41035 S.F. REAL ED , CORNER LOT: SECTION 203.51%I C EXISTING BUILDING _ EFLGo O (ALL UTILITY CONNECTIONS gGR EGA TO BE REUSED) W OR WOR P COR ( ., 21 t /� •� w1 TpC - 1 BTIUMINDUS \\\ SNOW STOCKPILE ARU ,Y" t% CONCRETE PAVED (SEE LAYOUT NOTE R4) PARKING AREA- / 10 EAPQh h \ BUS PARKING SPACES AF FTT� a FT ., N Iry Y 49 SIGN "NO VEHICLES ALLOWED _ PROTECT STORMWATER BASIN" (LIA) TI-!LT PROPOSED I_ FDU RETEWIDN ARU % (M N/T (PROTECT BASIN ^YIN G YB=dOURI 7 G CONSTRUCTION) PROPOSED 6' -NIGH \ BLACK PVC -COATED CHAIN LINK FENCE PROPOSED WOODEN GUARDRAIL `OLD F, kCIMICAL SERVICE \ PROPOSED LIMIT OF PAVING (TYPICAL) � PROPOSED GATE �wA MAINTAIN EXISTING PAVED DRIVEWAY (REPLACE IF FOUND TO BE DETERIORATED) S ZINC. A STOCKADE FENCE (TSP.) EXISTING 6' HIGH A, ASIELINK FENCE NOTES 1, THE RECORD OWNER OF THE SUBJECT PARCEL IS 809 COLLEGE HIGHWAY, LLC. SEE BAR.NSTABLE COUNTY REGISTRY OF DEEDS BOOK 31378 PAGE 23 AND ',ANO COURT CERTFlCAIE OF TT£F 216616. 2. THE PROPERTY LINES SHOWN HEREON ARE BASED UPON A PUN TIRED, "SUBDIVISION PLAN OF LAND FOR TIE TOWN OF YARMOUTH" PREPARED BY TOWN OF YARMOUTH. DATED JULY 12. 2006. SEE BARNSTABLE COUNTY REGISTRY OF DEEDS BOOK OF PUNS 617 PAGE 80 ALSO SEE LAND COURT PUN 3776BC. 3. THE EXISTING BUILDINGS) SHOWN HEREON ARE BASED ON AN APPROXIMATE MEASUREMENT OF THE OUTSIDE PERIMETER OF THE EXISTING STRUCTURES. THE ACTUAL LOCATION OF THE EXISTING BUILDING WALLS AND CORNERS SHOULD BE VERIFIED IN THE FIELD PRIOR TO ANY CONSTRUCTION WORK THAT WOULD ABUT OR TAKE PUCE ADJACENT TO THE EXISTING BUILDING(S). IF THE PUN HEREON IS USED FOR CONSTRUCTION LAYOUT PURPOSES, THE PARTIES CONDUCTING LAYOUT SHALL CONTACT R. LEVESQUE ASSOCIATES INC. PRIOR TO SAID LAYOUT TO DETERMINE PROPER CONTROL PLEASE NOTE WHILE ME BUILDING(S) ARE SHOWN TO BE SQUARE, T SHOULD NOT BE ASSUMED THAT THE WALLS ARE SQUARE OR PLUMB R. LEVESQUE ASSOCIATES TAKES NO RESPONSIBILITY FOR THIRD PARTY LAYOUT OF THE PLAN SHOWN HEREON. 4. THIS PLAN HAS BEEN PREPARED FOR SITE PLANNING PURPOSES AND SHALL NOT BE USED FOR THE CONVEYANCE OF LAND OR FOR ANY OTHER USE.. 5. SUBJECT PARCELS CONTAINS 2.04 ACRES. 6, THE SUBJECT PROPERTIES SHOWN HEREON MAY BE SUBJECT TO RIGHTS AND EASEMENTS AS CONTAINED IN TIE VARIOUS DEEDS OF RECORD DESCRIBING SAID PROPERTIES. TUE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS IS NOT THE SUBJECT OF THIS PLAN. 7. THE EXISTING CONDITIONS INFORMATION SHOWN IS BASED UPON A TOPOGRAPHIC SURVEY PERFORMED BY R LEVESQUE ASSOCIATES, INC. IN JUNE 2018. BE THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION. R. LEVESQUE ASSOCIATES INC. MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH ERROR IN THE AREA, ETHER IN SERVICE OR ABANDONED. R. UFFESOUE ASSOCIATES FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HERE ARE IN THE EXACT LOCATION INDICATES, ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION. 9. ADJACENT PROPERTY LINES AND ABUTTERS SHOWN HEREON ARE REFERENCED FROM THE TOWN OF YARMOUTH GIS MAPPING SYSTEM. 10, SUBJECT PARCEL IS ZONES B3 ACCORDING TO THE TOWN OF YARMOUTH ZONING MAP. 11. RHE SUBJECT PARCEL IS NOT LOCATED WITHIN A SPECIAL FLOOD ZONE AREA ACCORDING TO FLOOD INSURANCE RATE MAP NUMBER 25001605791 - EFFECTIVE DATE 7-16-20HT 12. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN NATURAL HERITAGE EL ENDANGERED SPECIES PROGRAM (NHESP) JURISDICTION. LAYOUT NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING SITE LAYOUT. 2, IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SIT= WITH SITE INFORMATION SHOWN HEREON J. PRIOR TO SUBMIRING THEIR BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE SAID SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 4. IN THE EVENT OF MAJOR ANO/OR MULTIPLE WINTER STORMS, SNOW STOCKPILES WILL BE TRUCKED OFF SITE AS REQUIRED. SIGNAGE AND PAVEMENT MARKING NOTES 1. STRIPE ALL PARKING AREAS AS SHOWN, INCLUDING PARKING SPACES, STOP BARS, CROSSWALKS, AND ACCESSIBLE ROUTE MARKINGS AND SYMBOLS USING WHITE TRAFFIC PAINT. PAINTED ISLANDS, FIRE LINES, AND TRAVEL WAY CENTERLINES SHALL BE PAINTED USING YELLOW TRAFFIC PAINT. ALL TRAFFIC PAINT SHALL CONFORM TO A45HTD M248 TYPE N". 2, ALL PARKING STALL LINES. SHALL BE 4" WIDE (WHITE). 3. ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES', "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS", MAISDOL STATE BUILDING CODE AND AOA REQUIREMENTS AND AS SHOWN ON THE PLANS JS DETAILS. ACCESSIBILITY NOTES 1. OWNER/CONTRACTOR SHALL CONSULT WITH PROJECT ARCHITECT TO DETERMINE THE NEED FOR AO ACCESSIBILTY.. IT IS BELIEVED THAT UNDER 521 CMR THE PROJECT IS EXEMPT FROM UNIT ACCESSIBILITY REQUIRED IT IS BELIEVED THAT THE OFFICE MAY NEED TO BE ACCESSIBLE. 2. ALL ACCESSIBLE ROUTES, TRANSITIONS, AND ACCESSIBLE PARKING/LOADING AREAS, INCLUDING ALL ENTRANCES TO BUILDING, SHALL ADHERE TO 521 CMR. 3. SHOULD THE ARCHITECT PROVIDE ADDITIONAL ENTRANCES OR MEANS OF EGRESS, ADDITIONAL ACCESSIBLE ROUTES MAY BE REQUIRED. 4. IT IS THE RESPONSIBILITY OF THE ARCHITECT AND CONTRACTOR TO NOTIFY THE ENGINEER AND LANDSCAPE ARCHITECT OF ANY CHANGES TO THE PROPOSED BUILDING THAT WOULD AFFECT THE ACCESSIBILITY REQUIREMENTS OF THE PROPOSED SITE. 5. THE CONTRACTOR SHALL REVIEW IN DETAIL THE REQUIREMENTS OF 521 CMR AND SHALL BE RESPONSIBLE FOR CONFORMANCE WITH SSD REGULATIONS ZONING REVIEW - (BTS) TYPE (MINIMUM) REQUIRED EXISTING PROPOSED AREA 40.000 S f. 58,862 A I t NO CHANGE. FRONTAGE MET 357 A ELM FT 1 SHAPE FACTOR NAM 72 `OLD F, kCIMICAL SERVICE \ PROPOSED LIMIT OF PAVING (TYPICAL) � PROPOSED GATE �wA MAINTAIN EXISTING PAVED DRIVEWAY (REPLACE IF FOUND TO BE DETERIORATED) S ZINC. A STOCKADE FENCE (TSP.) EXISTING 6' HIGH A, ASIELINK FENCE NOTES 1, THE RECORD OWNER OF THE SUBJECT PARCEL IS 809 COLLEGE HIGHWAY, LLC. SEE BAR.NSTABLE COUNTY REGISTRY OF DEEDS BOOK 31378 PAGE 23 AND ',ANO COURT CERTFlCAIE OF TT£F 216616. 2. THE PROPERTY LINES SHOWN HEREON ARE BASED UPON A PUN TIRED, "SUBDIVISION PLAN OF LAND FOR TIE TOWN OF YARMOUTH" PREPARED BY TOWN OF YARMOUTH. DATED JULY 12. 2006. SEE BARNSTABLE COUNTY REGISTRY OF DEEDS BOOK OF PUNS 617 PAGE 80 ALSO SEE LAND COURT PUN 3776BC. 3. THE EXISTING BUILDINGS) SHOWN HEREON ARE BASED ON AN APPROXIMATE MEASUREMENT OF THE OUTSIDE PERIMETER OF THE EXISTING STRUCTURES. THE ACTUAL LOCATION OF THE EXISTING BUILDING WALLS AND CORNERS SHOULD BE VERIFIED IN THE FIELD PRIOR TO ANY CONSTRUCTION WORK THAT WOULD ABUT OR TAKE PUCE ADJACENT TO THE EXISTING BUILDING(S). IF THE PUN HEREON IS USED FOR CONSTRUCTION LAYOUT PURPOSES, THE PARTIES CONDUCTING LAYOUT SHALL CONTACT R. LEVESQUE ASSOCIATES INC. PRIOR TO SAID LAYOUT TO DETERMINE PROPER CONTROL PLEASE NOTE WHILE ME BUILDING(S) ARE SHOWN TO BE SQUARE, T SHOULD NOT BE ASSUMED THAT THE WALLS ARE SQUARE OR PLUMB R. LEVESQUE ASSOCIATES TAKES NO RESPONSIBILITY FOR THIRD PARTY LAYOUT OF THE PLAN SHOWN HEREON. 4. THIS PLAN HAS BEEN PREPARED FOR SITE PLANNING PURPOSES AND SHALL NOT BE USED FOR THE CONVEYANCE OF LAND OR FOR ANY OTHER USE.. 5. SUBJECT PARCELS CONTAINS 2.04 ACRES. 6, THE SUBJECT PROPERTIES SHOWN HEREON MAY BE SUBJECT TO RIGHTS AND EASEMENTS AS CONTAINED IN TIE VARIOUS DEEDS OF RECORD DESCRIBING SAID PROPERTIES. TUE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS IS NOT THE SUBJECT OF THIS PLAN. 7. THE EXISTING CONDITIONS INFORMATION SHOWN IS BASED UPON A TOPOGRAPHIC SURVEY PERFORMED BY R LEVESQUE ASSOCIATES, INC. IN JUNE 2018. BE THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION. R. LEVESQUE ASSOCIATES INC. MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH ERROR IN THE AREA, ETHER IN SERVICE OR ABANDONED. R. UFFESOUE ASSOCIATES FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HERE ARE IN THE EXACT LOCATION INDICATES, ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION. 9. ADJACENT PROPERTY LINES AND ABUTTERS SHOWN HEREON ARE REFERENCED FROM THE TOWN OF YARMOUTH GIS MAPPING SYSTEM. 10, SUBJECT PARCEL IS ZONES B3 ACCORDING TO THE TOWN OF YARMOUTH ZONING MAP. 11. RHE SUBJECT PARCEL IS NOT LOCATED WITHIN A SPECIAL FLOOD ZONE AREA ACCORDING TO FLOOD INSURANCE RATE MAP NUMBER 25001605791 - EFFECTIVE DATE 7-16-20HT 12. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN NATURAL HERITAGE EL ENDANGERED SPECIES PROGRAM (NHESP) JURISDICTION. LAYOUT NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING SITE LAYOUT. 2, IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SIT= WITH SITE INFORMATION SHOWN HEREON J. PRIOR TO SUBMIRING THEIR BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE SAID SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 4. IN THE EVENT OF MAJOR ANO/OR MULTIPLE WINTER STORMS, SNOW STOCKPILES WILL BE TRUCKED OFF SITE AS REQUIRED. SIGNAGE AND PAVEMENT MARKING NOTES 1. STRIPE ALL PARKING AREAS AS SHOWN, INCLUDING PARKING SPACES, STOP BARS, CROSSWALKS, AND ACCESSIBLE ROUTE MARKINGS AND SYMBOLS USING WHITE TRAFFIC PAINT. PAINTED ISLANDS, FIRE LINES, AND TRAVEL WAY CENTERLINES SHALL BE PAINTED USING YELLOW TRAFFIC PAINT. ALL TRAFFIC PAINT SHALL CONFORM TO A45HTD M248 TYPE N". 2, ALL PARKING STALL LINES. SHALL BE 4" WIDE (WHITE). 3. ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES', "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS", MAISDOL STATE BUILDING CODE AND AOA REQUIREMENTS AND AS SHOWN ON THE PLANS JS DETAILS. ACCESSIBILITY NOTES 1. OWNER/CONTRACTOR SHALL CONSULT WITH PROJECT ARCHITECT TO DETERMINE THE NEED FOR AO ACCESSIBILTY.. IT IS BELIEVED THAT UNDER 521 CMR THE PROJECT IS EXEMPT FROM UNIT ACCESSIBILITY REQUIRED IT IS BELIEVED THAT THE OFFICE MAY NEED TO BE ACCESSIBLE. 2. ALL ACCESSIBLE ROUTES, TRANSITIONS, AND ACCESSIBLE PARKING/LOADING AREAS, INCLUDING ALL ENTRANCES TO BUILDING, SHALL ADHERE TO 521 CMR. 3. SHOULD THE ARCHITECT PROVIDE ADDITIONAL ENTRANCES OR MEANS OF EGRESS, ADDITIONAL ACCESSIBLE ROUTES MAY BE REQUIRED. 4. IT IS THE RESPONSIBILITY OF THE ARCHITECT AND CONTRACTOR TO NOTIFY THE ENGINEER AND LANDSCAPE ARCHITECT OF ANY CHANGES TO THE PROPOSED BUILDING THAT WOULD AFFECT THE ACCESSIBILITY REQUIREMENTS OF THE PROPOSED SITE. 5. THE CONTRACTOR SHALL REVIEW IN DETAIL THE REQUIREMENTS OF 521 CMR AND SHALL BE RESPONSIBLE FOR CONFORMANCE WITH SSD REGULATIONS ZONING REVIEW - (BTS) TYPE (MINIMUM) REQUIRED EXISTING PROPOSED AREA 40.000 S f. 58,862 A I t NO CHANGE. FRONTAGE MET 357 A ELM FT NO CHANGE SHAPE FACTOR NAM 72 18 NO CHANGE FRONT YARD 30 FF 30 R NO CHANCE SIDE YARD IO FT 10 R NO CHANGE REAR YARD - 30 R FEET NO CHANGE ENDING COVERAGE ',MARY 15% 5% NO CHANGE IMPERVIOUS COVERAGE (AGO 70% 16% 69% CORNER LOT: SECTION 203.51%I two Toni yoidON,Ald, ylMIMa AAm ym'ATY, side yords Ma irvM Y,JOA olid, yoNs PARKING TOTALS TYPE QUANTITY BU 91TORAGE 39 EMPLOYEE PAIRING 9912 HCAPf PERMITTING amr Wfil ES PATH"W1 O / Ell v r iPi1t t.✓ -b3 L1 ..-qt _.4.AT_ - vv VW AT_ FAT- \ WYY rv¢ ry (. .l nµ'a' �- 'a�wry WA \\ b Jding Setback cast ___ LAND N/F \\ TOWN OFJPARMOUTH 56 � m \ i \ p elvti w 2� - TRANSITION CURB Sfi oN � r iA rvC M'ER Ttr. 'wrr'ry m v (�•e- UF;ls ON tnm.. F,tD LAND NIP 5.45 rvnN \ DAVID &GRIFFIN 1A, ELO NL MiLitth3 ' t 55 55 FLUSH 5 50 BU m Erle AV, - • 55 .. I IFTUARG :17_'" _ hfi_. 55 T l 5 /{RE 5*V J GAR [ / m0 �.'/ s 403? SFl:00R {-„u+E., CONTRACTOR TO VERIFY CONDITION OF 0 _ WATER/GAS/ELECTRIC CONNECTIONS AND 4 'GAR w I 2 REUSE Oft RECONDITION AS NECESSARY DOOR DOOR m�rva D 1� GAR 1 i � r x 1 1 D L�� TPF G1 L _ v � f 3 Pl.. Nry-4A45 -'.. Ce ExtSTINS • 52 "v j EUILDEARG 52 "1 v\ w J A LAND N/F a" RONALD R BOFFOLI J 1 PVC lARE // t 1{ 8' GRAVEL & { 4' S00 APRON FOR �, I ))) PREBFATMENT \ - 1 MAINTAIN EXISTING t A!--., DRAINAGE PATTERN 5 4 II .458 1 zN u / 04" A.', I r (2� - 45.5d'OF i i Cs m A 0 ` g g GRADE r0 BASH z ,,tt - - S r U ` A' -4F6'1/ A')g 1, yl 49 I s �e 1 Jl IF, i RIM 48.90 �i LAND NIF x' eq ' 4" OUT=44.6) (UNOERDRAIN (EAST)) 1 50 - ry BROWNINE gIE 4' OUT -44.67 (UNDERDRAIN (WEST)) \ 50 - -see FERRIS INDi INC. xY ,III I l 4"0 PERF. -LAND N/F ORETENTION }ry I~I 4o u� NDERDRAIN TOWN OF YARMOUTH$RluwAr I, 50' S-0.00 INV -4,L67 N S 6bSn10 6 N 1 5 30 0 15 30 60 I R 1" = 30' N� GRADING & DRAINAGE NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PIAN SET FOR INFORMATION REGARDING GRADING AND DRAINAGE. 2. IT SHALL BE ME SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH GRADING AND DRAINAGE INFORMATION SHOWN HEREON. 3, PRIOR TO SUBMITTING A 8I9 FOR CONSTRUCTION, WE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND THE SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER. SHOULD ME SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID OISCREPANCY 4. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT/ENGINEER OF ANY UNEXPECTED CONDITIONS THAT ARE ENCOUNTERED DURING CONSTRUCTION. - 5. ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING, THE OWNER/SITE CONTRACTOR SHALL COORDINATE WITH R LEVESQUE ASSOCIATES, INC. (RIA) TO CONDUCT A POST- CONSTRUCTION ANALYSIS OF ME DRAINAGE SYSTEM DURING ACTUAL STORM EVENTS M DETERMINE THE FUNCTIONALITY OF THE INSTALLED DRAINAGE SYSTEM DURING SAID EVENTS SHOULD THE DRAINAGE SYSTEM NOT FUNCTION AS DESIGNED UNDER REAL WORLD CONDITIONS, ALA WILL RECOMMEND ADJUSTMENTS TO ME DRAINAGE SYSTEM TO BE IMPLEMENTED BY THE OWNER/SITE CONTRACTOR 6. ALL UTILITY CONSTRUCTION SHALL CONFORM TO MSIR RESPECTIVE TOWN DEPARTMENT SPECIFICATIONS. CONSTRUCTION NOTES 1. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON SURFACE FEATURES AS LOCATED BY SURVEY ANDAVAILARLE RECORD DATA AND ARE APPROXIMATE. ACTUAL FIELD LOCATIONS SHOULD BE VERIFIED WITH ME APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION. 2. ALL LAYOUT WORK REQUIRED SHALL BE PERFORMED BY A LICENSED SURVEYOR OR ENGINEER EMPLOYED BY ME CONTRACTOR 3. CONTRACTOR TO NOTIFY DIG SAFE A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION ACCORDING TO MA GENERAL LAWS 4. APPROVED PLANS TO BE ON SITE AT ALL TIMES 5. CHANGES TO THIS PUN MAY OCCUR AS UNFORESEEN CONDITIONS ARISE. ALL CHANGES TO BE APPROVED BY DESIGN ENGINEER, FIELD INSPECTOR AND CITY/TOWN ENGINEER. (E CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND SAFETY OF TRAFFIC ON THE PUBLIC AND PRIVATE WAYS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. A CONTRACTOR SHALL PROTECT ALL SLOPES, VEGETATION, PAVING, WALKS, AND IMPROVEMENTS OUTSIDE THE AREAS TO BE AFFECTED BY THE CONSTRUCTION OF MIS PROJECT. 8. TREES, BRUSH AND STUMPS REMOVED BY CLEARING AND GRUBBING OPERATIONS SHALL BE MANSPO RTEO OFF THE PROJECT SITE TO AN APPROVED DISPOSAL LOCATION. 9. CALCIUM CHLORIDE/WATER FOR DUST CONTROL TO BE AVAILABLE AT ALL TIMES 10. ALL PAVEMENT MARKINGS CHANGED, ALTERED OR REMOVED SHALL BE REAPPLIED 11. ALL CONSTRUCTION METHODS TO CONFORM TO YARMOUTH PLANNING BOARD REGULATIONS AND DEPARTMENT OF PUBLIC WORKS SPECIFICATIONS 12. YARMOUTH DEPARTMENT OF PUBLIC WORKS APPROVAL IS NOT TO BE CONSTRUED AS AN ALL INCLUSIVE APPROVAL AS OTHER APPROVALS MAY BE NECESSARY LE. TOWN ENGINEER CONSERVATION FIRE DEPARTMENT WATER DEPARTMENT TRENT, LTC, 13. ALL CATCH BASINS TO HAVE 4H" SEALED SUMPS AND HOODS 14. EROSION CONTROL MEASURES TO BE IN PLACE PRIOR TO START OF CONSTRUCTION 15. SITE CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS MEET REQUIRED SETBACK DISTANCES. UTILITY NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PLAN SET FOR INFORMATION REGARDING GRADING AND DRAINAGE. 2. IT SHALL BE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH GRADING AND DRAINAGE INFORMATION SHOWN HEREON. 3. PRIOR TO SUBMITTING A BID FOR CONSTRUCTION, ME SEE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN ME PROPOSED DESIGN AND ME SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE RESPONSIBLE SHOULD THE SITE FROM SAID FAIL TO COMMUNICATE ANY DISCREPANCIES, HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY 4. CONTRACTOR TO VERIFY ALL UTILITY CONNECTIONS AND INVERTS FROM EXISTING/PROPOSED BUILDING TO SERVICES IN THE STREET. IF ANY DISCREPANCIES EXISTS BETWEEN PLAN AND INFORMATION FOUND IN THE FIELD, CONTACT ENGINEER AND LANDSCAPE ARCHITECT IMMEDIATELY, 5, ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING, THE OWNER/SITE CONTRACTOR SHALL COORDINATE WITH R LEVESQUE ASSOCIATES. INC. (RU) TO CONDUCT A POOL CONSTRUCTION ANALYSIS OF THE DRAINAGE SYSTEM DURING ACTUAL STORM EVENTS TO DETERMINE ME FUNCTIONALITY OF THE INSTALLED DRAINAGE SYSTEM DURING SAID EVENTS SHOULD ME DRAINAGE SYSTEM NOT FUNCTION AS DESIGNED UNDER REAL WORLD CONDITIONS, RM WILL RECOMMEND ADIUSTMENTS TO ME DRAINAGE SYSTEM TO BE IMPLEMENTED BY THE OWNER/SITE CONTRACTOR CONSTRUCTION SEQUENCE 1. CONTACT ME TOWN OF YARMOUTH AT LEAST FORTY-EIGHT HOURS PRIOR TO COMMENCEMENT OF ANY DEMOLITION CONSTRUCTION, OR EARTHWORK ACTIVITY ON MIS PROJECL 2, CONSTRUCT ANTI -TRACKING PAD AT ENTRANCE AND INSTALL ANY REQUIRED INLET PROTECTION AS DEPICTED ON ME PLAN 3. INSTALL SILT FENCE AS SHOWN ON ME PLANS 4. UPON COMPLETION OF EROSION CONTROL MEASURES, CLEARING AND GRUBBING AND EARMWORK MAY COMMENCE. 5, CLEAR AND GRUB SITE STOCKPILE. ANY CHIPPING OR TOPSOIL MATERIAL TO REMAIN ON SITE FOR LONGER MAN 14 DAYS AND INSTALL SILT FENCE AROUND ME PERIMETER OF ME STOCKPILE. IY COMMENCE EARTHWORK BY EXCAVATING FOR THE CUT/FILL SLOPES AS SHOWN ON THE PLANS STABILIZE/SEED ANY SLOPES THAT HAVE ACHIEVED FINAL GRADE. ] INSTALL UTILITIES AS SHOWN ON PLANS INCLUDING WATER SERVICE, SEWER SERVICE GAS SERVICE, ELECTRICAL SERVICE AND STORMWATER MANAGEMENT SYSTEM. 8. GRACE ME SITE TO ACCEPT PAVEMENT SECTION MATERIALS. 9, INSTALL PAVEMENT AS SPECIFIED ON THE PIANS. 10. UPON INSTALLATION OF PAVEMENT SURFACE, INSTALL INLFT PROTECTION AS REQUIRED ON ANY NEIN INLET STRUCTURES. 11. FINAL GRADING AND STABILIUTION OF ANY REMAINING EXPOSED AREAS. 12. AT THE DIRECTION OF THE TOWN OF YARMOUTH, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED. x+ i4 . ,El r {y>l RLEVESQUE ASSOCIATES ED Landscape Archeel O,[E,gRcAu NandotrAyors EnDsm-meNal Coosullonls ph: 413.566.0985 fox 413.5680986 40 School Creel Westfield, MA 01085 rlalandcom ^N1 IV Int W N W {+ 11.9 Z W (n Q W N ZaaL V\ m m In fes/ "a 0 W m 03 LW_ ZJ 0a C fu 0 In jrynLb uI V >- Ln W In a �}N aFMgy." W 3 pa FILIPE J. G o LFAVa VIL N 463]6 s]E PREPARED FOR Nathan Lecrensk Five Star Transportation, Inc. 809 College Highway SouthwickNED. 01077 ISSUANCE DATE Augm10, 2018 REVISIONS DATE: A R ned P,,:K Umis 09.0610 0 DR&S. P.R. COMMENTS 1211518 UNAUTHORIZED ALTERATION OF THIS DOCUMENT ISA VIOLATION OF MASBACHUSEIIS STATE LAW SCALE: AS NOTED RAA PROS. NUMBER180601 e77F a kI sic" IF v GRADING & DRAINAGE NOTES 1. SITE CONTRACTOR SHALL REFER TO REMAINING PUN SET FOR INFORMATION REGARDING GRADING AND DRAINAGE. IT IT SHALL BE ME SITE CONTRACTORS RESPONSIBILITY TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH GRADING AND DRAINAGE INFORMATION SHOWN HEREON. 4£4"' t1 H .aYk TH 3. PRIOR TO SUBMITTING A 610 FOR CONSTRUCTION, THE SITE CONTRACTOR SHAY DIS LL COMMUNICATE ANE, IT WHI7E5 PATH /'a +.} BETWEEN THE PROPOSED DESIGN AND THE SPECIFICATIONS WRH THE PROJECT PROPONENT AND LANDSCAPE U 5 ARCHITECT/ENGINEER. SHOULD E SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES. HE/SHE SHALL BE + / RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 4. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT/ENGINEER OF ANY UNEXPECTEO CONDITIONS THAT ARE ENCOUNTERED -�—'~-�— DURING CONSTRUCTION. _._ AA,E "Y' .y 1y T, � TFTL� IsAT — _ fi ONCE DRAINAGE SYSTEM IS INSTALLED AND CONDUCT ROOST THE DWNLR/SITE LYSIS OF SHALL AGE SYSTEM WITH R -- — T wu, _ LEVESQUE ASSOCIATES, INC. (RU) TO CONDUCT APOST-CONSTRUCTION ANALYSIS OF THE DRAINAGE SYSTEM DURING / +"ATS- ACTUAL STORM EVENTS TO DETERMINE THE FUNCTIONALITY OF THE INSTALLED DRAINAGE SYSTEM DURING BAD EVENTS. " —80 iYy / I RAN _ SeT __ WILL RECOMMEND ..+ �. WAi ._w! LA SHOULD THE DRAINAGE SYSTEM NOT FUNCTION AS DESIGNED UNDER REAL WORLD CONDRIDNS, ft COMMEN � � _ I ADJUSTMENTS TO THE DRAINAGE SYSTEM TO BE IMPLEMENTED BY HE OWNER/SITE CONTRACTOR bwitlln9 setback I+Fie I �aU T + 6. ALL UTILITY CONSTRUCTION SHALL CONFJRM TO THEIR RESPECTIVE T TOWN DEPARTMENT SPECIFICATIONS, un { �� LAND N/F\\ v(' A TOWN OF,GARMOUTN\ � Sb 1 F \ CONSTRUCTION NOTES 0 h I. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON SURFACE FEATURES LOCATED BY SURVEY AND AVAILABLE TE _ - RECORD DATA AND ARE APPROXIMAACTUAL FIELD LOCATIONS SHOULD BE VERIRI FIED WITH THE APPROPRIATE UTILITY COMPANY AND/DR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION i 11 T ,✓"' I_ 1 CONTRACTOR,UIRFD BE PERFORMED BY A LICENSED SURVEYOR ORE E 2. ALL LAYOUT WORK REO SHALL PERFO CENSE ENGINEER EMPLOYED BY THE y ^� ♦.:..Lti'-�'` ^'` vA ( ( J. CONTRACTOR TO NOTIFY DIG SAFE A MINIMUM OF 72 HOURS PRIOR -l0 START OF CONSTRUCTION ACCORDING TO MA APe / 9+ GENERAL LAWS. \ TRANSITION CURB 4. APPROVED PIANS TO BE ON SITE AT ALL TIMES - " 5, CHANGES TO THIS PLAN MAY OCCUR AS UNFORESEEN CONDITIONS ARISE. ALL CHANGES TO BE APPROVED BY DESIGN -- 56 / dd ` ENGINEER, HELD INSPECTOR AND CRY/TOWN ENGINEER A +"""TrT Yrrvyyyx .,,v.,, .,y y F{'O _+ ..... w C '.;✓ 6_ CONTRACTOR SHALL BE RESPONSIBLE FOR WE MAINTENANCE AND SAFETY OF TRAFFIC ON THE PUBLIC AND PRIVATE a .- ` ( � WAYS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT LAND N/F ( ]. CONTRACTOR SHALL PROTECT ALL SLOPES, VEGETATION, PAVING, WALKS. AND IMPROVEMENTS OUTSIDE THE AREAS TO BE DAVID MARCEAU -+ .E AFFECTED BY THE CONSTRUCTION OF THIS PROJECT Tit OINC i, y. 555. FLUSH 5 \ 6, TREES, REPROECT SITE AND AN REMOVED SPO BY CL ftINNGAND GRUBBING OPERATIONS SHOT BE TRANSPORTED OFF THE A. ..i�yiv� 9 7 LX SSN J 1 SAL LOCATION, Al e 5 ( EX a'P+1G 9. CALCIUM CHLORIDE/WATER FOR OUST CONTROL TO BE AVAILABLE AT ALL TIMES + Lj'' I EURSTORE I r: 10. ALL PAVEMENT MARKINGS CHANGED. ALTERED OR REMOVED SHALL BE REAPPLIED, AFE 7' ..Xa •h.= A+ 5 a'td '^ "` - Ki T `\ In ALL CONSTRUCTION METHODS TO CONFORM TO YARMOUTH PLANNING BOARD REGULATIONS AND DEPARTMENT OF PUBLIC t { 'S GAR WORKS SPECIFICATIONS. {{ v 1 DOOR rpyr+ CONTRACTOR TO VERIFY CONDITION OF 12 YARMOUTH DEPARTMENT OF PUBLIC WORKS APPROVAL IS NOT TO BE CONSTRUED AS AN ALL INCLUSIVE APPROVAL AS 4,033 S. LIn WATER/GAS/ELECTRIC CONNECTIONS AND OTHER APPROVALS MAY. BE NECESSARY, I.E. TOWN ENGINEER, CONSERVATION, FIRE DEPARTMENT. WATER DEPARTMENT, 3 l z b I REUSE OR RECONDITION AS NECESSARY ETC DAN L 4 1A U D06R OVER v 13. ALL CATCH SWANS TO HAVE 48' SEALED SUMPS AND HOODS. 1 P y (! N 14, EROSION CONTROL MEASURES TO BE IN PLACE PRIOR TO START OF CONSTRUCTION. J.� w rF.i_T { \ s •� _ + DOOR I 3E '� EI[_ J C t OF 75. SITE CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS MEET REQUIRED SETBACK DISTANCES. 63 0 _.. . 5 m 13 PTC ✓ic` 11 ✓ _—For tX'SISVG (I t X h.,aii1NG 52 + t �� ° ' � UTIIJTI' NOTES t 52 X "' y 1. SITE CONTRACTOR SHALL REFER TO REMAINING PUN SET FOR INFORMATION REGARDING GRADING AND DRAINAGE 1 " ,' Z IT SHALL BETHE SITE CONTRACTORSDRAINAGE INFORMATION SHOWN TO CROSS REFERENCE INFORMATION CONTAINED IN OTHER SHEETS LAND rVF / r. y a. A_c sFRrcE JJJ1 IrlWITH GRADIN AND ON RONALD R BOFFOLI Y a X 3, PRIOR TO SUBMITTING A BID FOR CONSTRUCTION, THE SITE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES { _ L+1 �- BETWEEN THE PROPOSED DESIGN AND THE SPECIFICATIONS WITH THE PROJECT PROPONENT AND LANDSCAPE ARCHITECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. V 4, CONTRACTOR TO VERIFY ALL UTILITY CONNECTIONS AND INVERTS FROM EXISGNG/PROPOSEO BUILDING TO SERVICES IN 8' GRAVEL & — - S.) THE STREET. IF ANY DISCREPANCIES EXISTS BETWEEN PLAN AND INFORMATION FOUND IN THE FIELD, CONTACT -f 4' SOD APRON FOR +�""� — ' MAINTAIN EXISTING ENGINEER AND LANDSCAPE ARCHITECT IMIAEDIATELY PRETREATMENT DRAINAGE PATTERN 5 ONCE DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONING, THE OWNER/SITE CONTRACTOR SFIALL COORDINATE WITH R LEVESQUE ASSOCIATES, INC. (TLA) TO CONDUCT A POST CONSTRUCTOR ANALYSIS OF THE DRAINAGE SYSTEM DURING 24, TILL,4 b 5 �� P �' A �I ACTUAL STORM EVENTS TO DETERMINE THE FUNCTIONALITY OF THE INSTALLED DRAINAGE SYSTEM DURING SAID EVENTS. TIT ..h ); v7 a , Ca A/ SHOULD .THE DRAINAGE STEM NOT FUNCTION AS DESIGNED UNDER REAL WORLD CONOmONS, RLA WILL RECOMMEND 11 T 11o 50 ADJUSTMENE TO SHE DRAINAGE SYSTEEM TO BE IMPLEMENTED BY SHE OWNER/SITE CONTRACTOR. 1 ca .., /�.F, sa3 t j 4 F 0 / L` GRADE TO BASIN T a . Ili CONSTRUCTION SEQUENCE 1 / ` A'+`5 Z 11%49 �V1y - `w ' ITT, y" "0 31 10 1. CONTACT THE TOWN OF EARTHWORK THAT LEAST HIS P EIGHT HOURS PRIOR 1D COMMENCEMENT OF ANY DEMOLITION, 5 RD- 6 r� _N — vt � � � v a2 (� � fiB CONSTRUCTION, OR EARTHWORK ACTiNTY ON THIS PROJECT. 'I A r•,7. /wv 1 ( \ 2. CONSTRUCT ANTI -TRACKING PAO AT ENTRANCE AND INSTALL ANY REQUIRED INLET PROTECTION AS DEPICTED ON THE PLAN \ L3 PYD-1 4a �— 3. INSTALL SILT FENCE AS SHOWN ON THE PLANS RIM 4&90I LAND N/¢ r \A Sri 4" OUT=44.67 (UNDERINAIN (EAST)) 50 BROWNING Irx 4. UPON COMPLETION OF EROSION CONTROL MEASURES, CLEARING AND GRUBBING AND EARTHWORK MAY COMMENCE 4' OUT=44.6J (UNDEADRAIN (WEST)) *1 4"6 PERE 50 .; ws FERRIS IN% INC { \-t L=50' \TOWN OF YARMOUTH $pILLW yT1ON \ I LA /�- \ L S CLEAR AND GRUB SITE STOCKPILE ANY CHIPPING OR TOPSOIL MATERIAL TO REMAIN ON SITE FOR LONGER THAN 14 I I6 DAYS AND INSTALL SILT FENCE AROUND THE PERIMETER OF THE STOCKPILE UNOERDRAIN 6, COMMENCE EARTHWORK BY EXCAVATING FOR THE CUT/FILL SLOPES AS SHOWN ON THE PLANS STARGEZE/SEED ANY LAND HURT SLOPES THAT HAVE ACHIEVED FINAL GRADE y INy5gp.60J + ]. INSTALL UTILITIES AS SHOWN ON PLANS INCLUDING WATER SERVICE, SEWER SERVICE. CAS SERVICE. ELECTRICAL SERVICE V AND STORMWATER MANAGEMENT SYSTEM r AT GRADE THE SITE TO ACCEPT PAVEMENT SECTION MATERIALS 9. INSTALL PAVEMENT AS SPECIFIED ON THE PLANS, CF K ._c 10. UPON INSTALLATION OF PAVEMENT SURFACE, INSTALL INLET PROTECTION AS REQUIRED ON ANY NEW INLET STRUCTURES. T,E AN IT r h [,' T4' ® R LEVESQUE ASSOCIATES W LandscaLKA,cl CviI E -Rot L d S y rs E""'AM'SI romallarl ph: 413.5680985 far :413.568,0986 40 School Street Westfield, MA 01085 rlaland.com IV fU Lb W In W ++ - :' C iiiiaW W U1 Jq ' t W ilie Inm yz V 1 4. N CL 8In W W m 0 e n C 6 z J O CL ®yy D E 02 Lb U L9 M1 M1.} N N W N inQ MxN iM95,pt �$ FlLIPE J. c CNAvO W 48316 sTE�l2�9 (B ". PREPARED FOR Nathan Lec e ski Five Star Transportation, Inc.- 809 College M ghway Southwick MA. 01077 ISSUANCE DATE:Fit 8, 2018 REVISIONS DATE. DATE R Fevimd ems,q Firsts 0906 18 8. DR B SP R COWMENTS 12,18.10 UNAU HOi ALTERATION Or THIS DOCUMENT IS A VIOLATION WHITE5 PATH MAINTAIN MINIMUM S20'HA WIDE PUNTED BUFFER ALONG ALL TREES A. BUFFER SHALL AUGMENTED WITH EADDITIONAL #7). _ TREES AS REQUIRED. (SEE LANDSCAPE NOTE p7). BUFFER PLANTINGS ARE SHOWN DIAGRAMMATICALLY. vvv fi'vv...y,,,, a� '� xr C SRI A , 1 OR LINE iFV i OR { ) aRMC:ra\ i I V PROPOSED 6' PR(2) PR(2) < STOCKADE FENCE A/ JF" , V w LOAM & SEED - b,ou bN:ao a,. mw-virtiSn '` "e"n�V M1 a A, OR LANDSCAPE AREAS 4 b oo vo br b 5. o b (TYPICAL) q o 0 0 0 o Y 4b PROPOSED 6' YSTOCKADE FENCE QP(B) FT .AJ] t R..EAO FX aWG R., DnVi Ex R. .l r ,. S.- 'J_ PROPOSED 6' BLACK PVC -COO CHAIN LINK FEN C EXISTING BUitDMG ( , AND A/F INDIAN' IF R ICUT(IJ (SEE LANDSCAPE NOTE $7). V/ .V i b, bz o, bis .� 11 10 of bs n.z ps Aas of b >_ LOAM & SEED o I W BOTANICAL NAME D (TYPICAL) A. AR 6 �E o> L 3" CAL. WHITE5 PATH MAINTAIN MINIMUM S20'HA WIDE PUNTED BUFFER ALONG ALL TREES A. BUFFER SHALL AUGMENTED WITH EADDITIONAL #7). _ TREES AS REQUIRED. (SEE LANDSCAPE NOTE p7). BUFFER PLANTINGS ARE SHOWN DIAGRAMMATICALLY. vvv fi'vv...y,,,, a� '� xr C SRI A , 1 OR LINE iFV i OR { ) aRMC:ra\ i I V PROPOSED 6' PR(2) PR(2) < STOCKADE FENCE A/ JF" , V w LOAM & SEED - b,ou bN:ao a,. mw-virtiSn '` "e"n�V M1 a A, OR LANDSCAPE AREAS 4 b oo vo br b 5. o b (TYPICAL) q o 0 0 0 o Y 4b PROPOSED 6' YSTOCKADE FENCE QP(B) FT .AJ] t R..EAO FX aWG R., DnVi Ex R. .l r ,. S.- 'J_ PROPOSED 6' BLACK PVC -COO CHAIN LINK FEN C EXISTING BUitDMG ( , AND A/F INDIAN' IF R ICUT(IJ (SEE LANDSCAPE NOTE $7). V/ .V i b, bz o, bis .� 11 10 of bs n.z ps Aas of b >_ SEEN UNPLANTEO AREAS WITH 6.' 11 r7lV '^' tZc1ill" p. NEW ENGLAND EROSION CONTROL/RE40FATION FOR WET SRES MIX BY NEW ENGLAND WETLAND PUNT$ INC. OR APPROVED C-0UIVALENT ANO h/7 hIGrYARY I BUFFER LINE J RE BAS FEft�IS LOAM & SEED o I JY BOTANICAL NAME D (TYPICAL) A. AR 6 �E o> L 3" CAL. LC 6' LOTUS CORNICULATUS o�PROPOSED STOCKADE FENCE POT C 14 ,r fr' bD�. 15 POT PV 42 PANICUM VIRGANM INDIAN GRASS k'2 Ao IS 4 PINUS RIGIDA PITCH PINE MIN. 3" CAL. OP 8 PIN OAK EXISTING VEGETATION TO REMAIN c QR(4) (NO TREES IN BUFFER >4'0 SHALL QUERCUS RUBRUM RED OAK d0 3' CAL. 00 �. -A aL N m rT (p N A' b SUPPLEMENT EXISTING VEGETATION TO Q2 WITH PUNTING AS SHOWN (MINIMUM AR Fit o f E OE C b o o PROVIDE IRRIGATION AT LAWN 1 AREASNCLANDECAPE BEDS L ALONG COMMONWEALTH N AVENUE (APICAL) A ( W. AR(2) SUPPLEMENT EXISTING VEGETATION TO b.o WITH PLAWING AS SHOWN (MINIMUM v , DENSITY OF 20' 0/C OR GREATER) I .. k LAR YVIA, gM`G�T VjQ1 M LGL JN MAINTAIN MINIMUM 20' WIDE PLANTED 0 9 t_ i m BUFFER ALONG ALL STREETS AND 4N0'(Y Nathan Lecrenski Five Star Tra nsportation, Inc. ALONG SIOE/REAR PROPERTY LINES. Swthwick N.A. 01077 ISSUANCE DATE. A,l a, 201 BUFFERS SHALL AUGMENTED WITH DATE: A Roiled Planl ng ADDITIONAL TREES AS REQUIRED. B n,R&SPR COMMOIL ::.(SEE LANDSCAPE NOTE #R. UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS AVIOIATON OF MRSUCHUSEII54ATE IAW SCALE; AS NOTED RLAPROJ. NUMBER; 180601 y„e'A J i KRe I I I a, ., naI � ry �. ..� p11 Ter 0 b , II o. lb 1 11 4 I +o 10 11 d CF Ar b Il n.e by b.o t1 0 , AzC F 11 1 11 b 1da S I n a C b, b. .F 0 "A,IV = bl 4 o p All L.1 ALAN, u r t.o� pc b <to < b.: , b o n h A, --t SEEN UNPLANTEO AREAS WITH 6.' 11 r7lV '^' tZc1ill" p. NEW ENGLAND EROSION CONTROL/RE40FATION FOR WET SRES MIX BY NEW ENGLAND WETLAND PUNT$ INC. OR APPROVED C-0UIVALENT ANO h/7 hIGrYARY I BUFFER LINE J RE BAS FEft�IS PROPOSED 6' STOCKADE FENCE X$'RG E u, eK LANDSCAPE NOTES 1. SITE CONTRACTOR SHALL REFER TO SHEET C-1, C-2, DETAIL SHEETS AND REMAINING PUN SET FOR INFORMATION REGARDING LANDSCAPING. 2. IT SHALLBE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS-REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH THE LANDSCAPE INFORMATION SHOWN HEREON. 3 ALL SITE PLANTINGS ARE TO MEET OR EXCEED THE MINIMUM SPECIFICATIONS DETAILED IN THE AFOREMENTIONED NOTES. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW RIE SPircinc not FOR EACH INDIVIDUAL PLANTING AND SOURCE IT APPROPRIATELY 4. PRIOR SUBMITTING THEIR BID FOR CONSTRUCTION, RIE SUE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND SAID SPECIFICATIONS WITH THE PROJECT PROPONENT, LANDSCAPE ARCHGECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES. HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 5. LANDSCAPE CONTRACTOR SHALL HAVE EXCAVATING CONTRACTOR, "DIRRIFE", AND ANY APPLICABLE NON-(OX(Cal E] MEMBER UTILITIES MARK ALL UNDERGROUND UTILITIES AND PRIOR TO ANY PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT AND PROJECT PROPONENT IF MY CONFLICTS ARISE AND STOP ALL WORK UNTIL CONFLICT IS RESOLVED. 6. DUE TO SEASON PLANTING PROBLEMS AND LACK OF PLANT AVAILABILITY, APPROVED LANDSCAPE PLANS MAY REQUIRE MINOR REVISIONS ALL PLANTING SUBSTITUTIONS MUST BE APPROVED BY THE TOWN OF YARMOUTH PLANNING BOARD STAFF. Z. ALL LANDSCAPE BUFFER AREAS SHALL MAINTAIN AND PROTECT ALL HEALTHY EXISTING VEGETATION. NO TREES IN BUFFER >4'0 SHALL BE CLEARED WITHOUT SITE PLAN RCOEW TEAM APPROVAL. EXISTING BUFFERS SHALL BE AUGMENTED WITH 3" GAL. TREES SO THAT BUFFERS CONTAIN A MINIMUM OF ONE (1) MEE EVERY TWENTY (20) FEET AS REQUIRED. ADDITIONALLY, LOW LYING SHRUBS ARE ENCOURAGED IN ORDER TO MAXIMIZE BUFFER IMPACT, THE CONTRACTOR MUST SUBMIT A PLANTING LIST & STAKE PLUMING LOCATIONS PRIOR TO CONSTRUCTION IN ORDER TO DEMONSTRATE CONFORMANCE WITH ZONING REQUIREMENTS AND AVAILABILITY OF PROPOSED SPECIES. PLANTING SCHEDULE LOAM & SEED o E IN I' > BOTANICAL NAME D (TYPICAL) A. AR 6 AS o> L 3" CAL. LC 6' LOTUS CORNICULATUS o�PROPOSED STOCKADE FENCE POT C 14 ,r fr' bD�. 15 POT PV 42 PANICUM VIRGANM INDIAN GRASS k'2 Ao IS 4 PINUS RIGIDA PITCH PINE MIN. 3" CAL. OP 8 Iw PIN OAK EXISTING VEGETATION TO REMAIN c QR(4) (NO TREES IN BUFFER >4'0 SHALL QUERCUS RUBRUM RED OAK d0 3' CAL. 00 �. REVIEW TEAM APPROVAL) aL N m rT (p N A' PROPOSED 6' STOCKADE FENCE X$'RG E u, eK LANDSCAPE NOTES 1. SITE CONTRACTOR SHALL REFER TO SHEET C-1, C-2, DETAIL SHEETS AND REMAINING PUN SET FOR INFORMATION REGARDING LANDSCAPING. 2. IT SHALLBE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS-REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH THE LANDSCAPE INFORMATION SHOWN HEREON. 3 ALL SITE PLANTINGS ARE TO MEET OR EXCEED THE MINIMUM SPECIFICATIONS DETAILED IN THE AFOREMENTIONED NOTES. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW RIE SPircinc not FOR EACH INDIVIDUAL PLANTING AND SOURCE IT APPROPRIATELY 4. PRIOR SUBMITTING THEIR BID FOR CONSTRUCTION, RIE SUE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND SAID SPECIFICATIONS WITH THE PROJECT PROPONENT, LANDSCAPE ARCHGECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES. HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 5. LANDSCAPE CONTRACTOR SHALL HAVE EXCAVATING CONTRACTOR, "DIRRIFE", AND ANY APPLICABLE NON-(OX(Cal E] MEMBER UTILITIES MARK ALL UNDERGROUND UTILITIES AND PRIOR TO ANY PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT AND PROJECT PROPONENT IF MY CONFLICTS ARISE AND STOP ALL WORK UNTIL CONFLICT IS RESOLVED. 6. DUE TO SEASON PLANTING PROBLEMS AND LACK OF PLANT AVAILABILITY, APPROVED LANDSCAPE PLANS MAY REQUIRE MINOR REVISIONS ALL PLANTING SUBSTITUTIONS MUST BE APPROVED BY THE TOWN OF YARMOUTH PLANNING BOARD STAFF. Z. ALL LANDSCAPE BUFFER AREAS SHALL MAINTAIN AND PROTECT ALL HEALTHY EXISTING VEGETATION. NO TREES IN BUFFER >4'0 SHALL BE CLEARED WITHOUT SITE PLAN RCOEW TEAM APPROVAL. EXISTING BUFFERS SHALL BE AUGMENTED WITH 3" GAL. TREES SO THAT BUFFERS CONTAIN A MINIMUM OF ONE (1) MEE EVERY TWENTY (20) FEET AS REQUIRED. ADDITIONALLY, LOW LYING SHRUBS ARE ENCOURAGED IN ORDER TO MAXIMIZE BUFFER IMPACT, THE CONTRACTOR MUST SUBMIT A PLANTING LIST & STAKE PLUMING LOCATIONS PRIOR TO CONSTRUCTION IN ORDER TO DEMONSTRATE CONFORMANCE WITH ZONING REQUIREMENTS AND AVAILABILITY OF PROPOSED SPECIES. PLANTING SCHEDULE LOAM & SEED o E IN I' LANDSCAPE AREAS BOTANICAL NAME D (TYPICAL) A. AR 6 AS o> MIN, 3" CAL. LC 6' LOTUS CORNICULATUS o�PROPOSED STOCKADE FENCE POT C 14 ,r fr' bD�. 15 POT PV 42 PANICUM VIRGANM INDIAN GRASS k'2 Ao IS 4 PINUS RIGIDA PITCH PINE MIN. 3" CAL. OP 8 Iw PIN OAK EXISTING VEGETATION TO REMAIN c QR(4) (NO TREES IN BUFFER >4'0 SHALL QUERCUS RUBRUM RED OAK BE CLEARED WITHOUT SIZE PIAN 3' CAL. 00 �. REVIEW TEAM APPROVAL) aL N m (p N A' b SUPPLEMENT EXISTING VEGETATION TO Q2 WITH PUNTING AS SHOWN (MINIMUM AR DENSITY OF 20' O/C OR GREATER) QZ Fm E OE C o o PROVIDE IRRIGATION AT LAWN AREASNCLANDECAPE BEDS L ALONG COMMONWEALTH N AVENUE (APICAL) ( W. AR(2) SUPPLEMENT EXISTING VEGETATION TO Ln WITH PLAWING AS SHOWN (MINIMUM Ln F DENSITY OF 20' 0/C OR GREATER) YVIA, gM`G�T VjQ1 M LGL JN MAINTAIN MINIMUM 20' WIDE PLANTED 0 9 t_ i m BUFFER ALONG ALL STREETS AND 4N0'(Y MINIMUM 10' WIDE PLANTED BUFFER Nathan Lecrenski Five Star Tra nsportation, Inc. ALONG SIOE/REAR PROPERTY LINES. Swthwick N.A. 01077 ISSUANCE DATE. A,l a, 201 BUFFERS SHALL AUGMENTED WITH DATE: A Roiled Planl ng ADDITIONAL TREES AS REQUIRED. B n,R&SPR COMMOIL ::.(SEE LANDSCAPE NOTE #R. PROPOSED 6' STOCKADE FENCE X$'RG E u, eK LANDSCAPE NOTES 1. SITE CONTRACTOR SHALL REFER TO SHEET C-1, C-2, DETAIL SHEETS AND REMAINING PUN SET FOR INFORMATION REGARDING LANDSCAPING. 2. IT SHALLBE THE SITE CONTRACTORS RESPONSIBILITY TO CROSS-REFERENCE INFORMATION CONTAINED IN OTHER SHEETS WITH THE LANDSCAPE INFORMATION SHOWN HEREON. 3 ALL SITE PLANTINGS ARE TO MEET OR EXCEED THE MINIMUM SPECIFICATIONS DETAILED IN THE AFOREMENTIONED NOTES. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW RIE SPircinc not FOR EACH INDIVIDUAL PLANTING AND SOURCE IT APPROPRIATELY 4. PRIOR SUBMITTING THEIR BID FOR CONSTRUCTION, RIE SUE CONTRACTOR SHALL COMMUNICATE ANY DISCREPANCIES BETWEEN THE PROPOSED DESIGN AND SAID SPECIFICATIONS WITH THE PROJECT PROPONENT, LANDSCAPE ARCHGECT/ENGINEER. SHOULD THE SITE CONTRACTOR FAIL TO COMMUNICATE ANY DISCREPANCIES. HE/SHE SHALL BE RESPONSIBLE FOR ANY COSTS RESULTING FROM SAID DISCREPANCY. 5. LANDSCAPE CONTRACTOR SHALL HAVE EXCAVATING CONTRACTOR, "DIRRIFE", AND ANY APPLICABLE NON-(OX(Cal E] MEMBER UTILITIES MARK ALL UNDERGROUND UTILITIES AND PRIOR TO ANY PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT AND PROJECT PROPONENT IF MY CONFLICTS ARISE AND STOP ALL WORK UNTIL CONFLICT IS RESOLVED. 6. DUE TO SEASON PLANTING PROBLEMS AND LACK OF PLANT AVAILABILITY, APPROVED LANDSCAPE PLANS MAY REQUIRE MINOR REVISIONS ALL PLANTING SUBSTITUTIONS MUST BE APPROVED BY THE TOWN OF YARMOUTH PLANNING BOARD STAFF. Z. ALL LANDSCAPE BUFFER AREAS SHALL MAINTAIN AND PROTECT ALL HEALTHY EXISTING VEGETATION. NO TREES IN BUFFER >4'0 SHALL BE CLEARED WITHOUT SITE PLAN RCOEW TEAM APPROVAL. EXISTING BUFFERS SHALL BE AUGMENTED WITH 3" GAL. TREES SO THAT BUFFERS CONTAIN A MINIMUM OF ONE (1) MEE EVERY TWENTY (20) FEET AS REQUIRED. ADDITIONALLY, LOW LYING SHRUBS ARE ENCOURAGED IN ORDER TO MAXIMIZE BUFFER IMPACT, THE CONTRACTOR MUST SUBMIT A PLANTING LIST & STAKE PLUMING LOCATIONS PRIOR TO CONSTRUCTION IN ORDER TO DEMONSTRATE CONFORMANCE WITH ZONING REQUIREMENTS AND AVAILABILITY OF PROPOSED SPECIES. PLANTING SCHEDULE KEY QT'. BOTANICAL NAME COMMON NAME Watt SIZESPACING AR 6 ACER SUFFIX RED MAPLE MIN, 3" CAL. LC 48 LOTUS CORNICULATUS DIROSEOOT-THEFOIL #2 POT MP 14 MYRICA PENNSYLVANICA BAYBERRY 15 POT PV 42 PANICUM VIRGANM INDIAN GRASS k'2 POT PR 4 PINUS RIGIDA PITCH PINE MIN. 3" CAL. OP 8 QUERCUS PALUSTRIS PIN OAK MIN. 3" CAL. OR 6 QUERCUS RUBRUM RED OAK MIN. 3' CAL. * SHRUB LANDSCAPE SYMBOLS SHOWN HEREON GENERALLY REPRESENT APICAL 4-6 YEAR GROWN PATTERNS SYMBOLS SHOULD BE USED FOR PLANTING LOCATION AND MASSING ONLY. LIGHTING NOTES: 1. ALL PROPOSED SITE LIGHTING HAS BEEN APPROVED BY THE INTERNATIONAL DARK SKY ASSOCIATION (IDA). 2. PHOTOMETRIC CALCULATIONS PROVIDED BY ILLUMINATEIVANGUARD. AGI -32 LIGHTING SOFNIARE WAS USED TO CALCULATED LIGHT INTENSITY J. NUMERIC VALUES SHOWN HEREON ARE IN FOOT-CANDLES AND REFLECT ILLUMINATION FROM ALL POLE AND BUILDING MOUNTED FIXTURES SHOWN HEREON. 4. FIXTURES, ANO THE ILLUMINATION VALUES THEY CREATE REPRESENT THEIR MAXIMUM POSSIBLE OUTPUT. ALL FIXTURES .ARE ABLE TO BE DIMMED, ILLUMINATION VALUES MAY BE REDUCES BASED ON SEASONAL VARIATION AND HOURS OF OPERATION -Luminaire Schedule Up I Label Watt A mngement LLE Del l' 4 WP4 59.9 SINGLE 09W Fill LNC324L3K0]5-0 U A x x I Mounted x115 AFRI 2 WP2 278 ( SINGLE NNot Hubbell LNC124ivea 2 U xx-x/Mounedal 10AFG fU CN, OV �L..h". L y, ^l tijk� .l FIt"Y Yt3I —It", SIN vY R LEVESQ.UE ASSOCIATES AD L1,l Anh,N,UN Owl&n Lead5 yr,. EnemaEn,ml Cal ph: 413 568 0985 to, :413,568.0986 40 School Street Wesffeld, SAO 01085. Plalland.com fU fU Q ZZ W;^,'b Q C W l9J W m Z a Q LW U u U aL N m (p N Q2 cm- O r= QZ Fm E OE C — O 0 u -� L in N In W. Ln Ln YVIA, gM`G�T VjQ1 M LGL JN WNAt 0 9 t_ i m AI 11 bo 4N0'(Y PREEARMFOR; Nathan Lecrenski Five Star Tra nsportation, Inc. 809 College Highway Swthwick N.A. 01077 ISSUANCE DATE. A,l a, 201 REVISIONS: DATE: A Roiled Planl ng 0906 18 B n,R&SPR COMMOIL 12.10.10 UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS AVIOIATON OF MRSUCHUSEII54ATE IAW SCALE; AS NOTED RLAPROJ. NUMBER; 180601 y„e'A J i -1.5"x1.5" OAK STAKE _FILTER FABRIC (MIRAFI ENVIROFENCE LOOK OR EQUAL) —EXISTING GRADE —PROP05ED GRADE FLOW x'xFJ"�OOMPLETELY BURY 16" MIN END OF FILTER y FABRIC IN TRENCH L. SECTION SILT FENCE DETAIL NO SCALE I FABRIC AP INT ALL BARRIER AT UGH CATCH BASIN AND DRAINAGE BASIN. CATCH BASINS IN PAVEMENT AREAS ARE TO RECEIVE ONLY THE FILTER FABRIC CRATMENT. INLET PROTECTION - HAY BALES NO SCALE I,a I" (25mm) FOR BAG RE FROM SILT ATTACH SIGN 2yj" 0 CAL PLATED STEEL E WRITTEN 2" STA GAL¢ STEEL 1/2" ON. HOLES, I 2 EACH DUMP STRAPS \ I9.EXPANSION RESTRAINT SSI' (6mm) NYLON ROPE, 2" (51mm) FLAT WASHERS] a D INLET PROTECTION - SEDIMENT FILTER SACK NO SCALE SEE SITE PLANS SIGN MOUNTING FOR SIGN BOLTS DESIGNATION 2 -O 6" O.O. x 1/4" THICK CONCRETE FILLED STEEL TUBE BOLLARD I TYPICAL PAVEMENT 2' ORO55-SEC110N CEMENT CONCRETE I, COMPACTED SUB -H9SE PARKING SIGN FOR HANDICAPPED E OR PINI BLANKET IN ACCORDANCE MANUFACTURERS SPECIFICATIONS PREPARE SLOPE BEFORE APPLYING SLOPE PROTECTION MATERIAL 4" LOAM BORROW & HYDROSEED I -T/4' TO 3" ANGUUR CRUSHED STONE GEOTEXTRE TO FABRIC 6" MIN. 15' MINIMUM SECTION A -A. SLOPE PROTECTION MATERIAL INSTALLATION (AS REQ'D) NO SCALE 4" THICK CONCRETE SIDEWALK (6" AT ORIAMAYS) PUN FINISHED GtAOE_ _(TREATFINISHED GRADE (TREATMENT VARIES) I. '6x6-IOESGAUCE 2.D (MAX) / (TREATMENT VARIES) 35' MINIMUM MAINTAIN TTRALK -1 (IF THROUGHOUGH EENTRANCE NOTES t EACH SITE ENTRANCE IS TO HAVE A TEMPORARY CONSTRUCTION ENTRANCE.' 2, STONE IS TO BE 1-3/4" TO 3" ANGULAR CRUSHED STONE. 3. PLACE GEOODPIILE OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE 4, ANY SEDIMENT TRACKED INTO THE ROADWAY NEEDS TO BE CLEANED IMMEDIATELY, 5. ADDITIONAL STONE IS TO BE ADDED TO THE PAD AS NEEDED TO MAINTAIN THE ORIGINAL DEPTH. 6, ANY SIDEWALK DAMAGED DURING CONSBUCTION MUST BE REPLACED AT THE CONTRACTORS/DEVELOPERS EXPENSE. ]. SIDEWALK MUST REMAIN PASSABLE, IF THE SIDEWALK BECOMES UNSAFE OR IMPASSABLE, A TEMPORARY SIDEWALK/ SIDEWALK DETOUR MUST BE PROVIDED. ANTI -TRACKING APRON (AS REQ'D) NO SCALE EXPANSION JOINT SEALANT (WHEN REp'O). COMPACTED SUBGRADE NOTES; 1. PROVIDE EXPANSION JOINTS AT MIN 30 FL O.C. WITH PRE- MOLDED JOINT KILLER. 2. PROVIDE CONTROL JONAS AT 6' O.C. CONCRETE SIDEWALK 3. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULART BLDG. FACE OR TO CURB. a' PREFORMED FIXED OBJECT 4. CEMENT CONCRETE SHALL BE 4,000 PSI -TYPE 11. EXPANSION JOINT JOINT O- AL REINFORCED CONCRETE SIDEWALK SECTION NO SCALE BITUMINOUS CONCRETE BERM (CAPE COD) NO SCALE NOTES; SLOPE AS INDICATED ON PIAN 1. ALL DIMENSIONS TO CENTER OF 4" PAVEMENT STRIPING. 2. ALL STRIPING SHALL BE 4" SOLID WHITE PAVEMENT 1-1/2' TWE -1 ASPHALT MARKING PAINT UNLESS OTHERWISE NOTED. CONCRETE TOP COURSE 3 CONTRACTOR TO ENSURE HANDICAP ACCESSIBLE PARKING 2" TYPE -1 ASPHALT SPACE SHALL HAVE A SLOPE OF 2% OR LESS IN ALL DIRECTIONS. CONCRETE BINDER COURSE 4. SEE MB 521 CMR 23.00 FOR REQUIRED NUMBER AND PROPORTION OF VAN ACCESSIBLE SPACES HANDICAP PARKING STALL' °V pQ °`�° ' ° 4" PROCESSED GRAVEL (COMPACTED TO 95% STANDARD PROCTOR) B" COMPACTED BANK RUN GRAVEL BASE BITUMINOUS CONCRETE PAVING DETAIL NO SCALE PLANT AT THE SAME DEPTH AS PREVIOUSLY GROWN 3" PINE BARK MULCH UNTIE AND ROLL BACK BURLAP FROM Y3j OFF ROOT DALL'(MIN.); IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY SLOPE TO FORM SAUCER PLANT BACKFILL MIXTURE SCARIFY EXISTING SOIL & BLEND WITH PLANTING MIX I:1 AND COMPACT EXISTING SUSGRADE X 12" �VARIES� 12" " SHRUB PLANTING DETAIL NO SCALE.' BUCK ARUBBER HOSE (ABOVEBOVE FIRST BRANCH) THREE STRANDS OF 110 GAUGE TWISTED GALVANIZED STEEL WIRE PLL a'*� GALVANIZED EYE AND TURNBUCKLE AA A� IV 2"X2' UNPAINTED CEDAR STAKE s.1.lsfA I1 (3 STAKES PER TREE) TIGHTEN AS SHOWN ASSOCIATES peLordSuN G.d Erg....Surveyors TREE WRAPPING PAPER TO ph: 413.568.0985 fax 413.5680986 SECOND BRANCH WearNId, bGk 01085 II II E SET AT OR IRSHALL ABOVE THEESTABLISHED fU II I FINISHED GRADE 3" PINE DARK MULCH TN 171 II I SLOPE TO FORM SAUCER Lb 3" I UNTIE AND ROLL BACK BURLAP W N FROM 1/3 OF OUT BALL (MIN), 7W IF SYNTHETIC WRAP IS USED, W REMOVE COMPLETELY W —PLANT BACKFILL MIXTURE Q U SCARIFY EXISTING SOIL & BLEND L t m 18 WITH PLANTING MIX 1:1 & COMPACT +' in m EXISTING SUBGRADE 75 In IN ma VARIED 12" — 32m TREEPLANTINGDETAIL NO SCALE Q L PERMITTING Ln }Ik M x AA A� IV s.1.lsfA I1 R LEVESQUE ASSOCIATES peLordSuN G.d Erg....Surveyors , ooNmers-too, Eoa. omemol Coosulla ph: 413.568.0985 fax 413.5680986 40 School SEEM WearNId, bGk 01085 rialanA.com fU TN 171 Lb W N 7W W W Q U UI L t m J +' in m 75 In IN ma w 32m ® Q L Ln 0o E >- N VI Ul W N to Q SESechil �.,r t M LpPets y,P N 2D Ily <RMC��tfy PREPARED FOR Nathantec enski Five Star Transportation, Inc. 809 College Highway Southwick MA. 01011 ISSUANCE DATE: Alo,,18, ]018 REVISIONS: DATE: 8'. D R& 5. BR COMMENN 12.18.IS UNAUTHORIZED ALTERATION OF THE DOCUMENT 13 AVIOLATION OF MAESVINGETS STATE low SCALE: AS NOTED RLAPRDJ.NUl 190601 NOTES 1. ALL SIDEWALK SLOPES ARE MAXIMUMS '.i RIORETENTION BASIN NOTES 2. ALL SIDEWALKS ARE TO BE CONSTRUCTED TO THE SAME SPECIFICATION FOUND IN MUD SUPPLEMENTAL SPECIFICATIONS TO THE 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS 1. 00 NOT DISCHARGE SEDIMENT LADEN WATERS FROM CONSTRUCTION ACTIVITIES (RUNOFF, WATER FROM EXCAVATIONS, FTC.) TO THE RAIN AND BRIDGES. ENGLISH UNITS, JUNE 6, 2006 SECTIONS 701.00 TO 701.61 INCLUSIVE, GARDEN/BIORETENTION BASIN AREAS DURING ANY STAGE OF CONTITUCTION AS AMENDED - UNLESS OTHERWISE SPECIFIED. 3, ALL SIDEWALKS ARE TO BE 4000 PSI (28 DAY) PORTLAND CEMENT CONCRETE, 6811$ 2. DO NOT TRAFFIC EXPOSED SOIL SURFACE WITH HEAVY CONSTRUCTION EQUIPMENT. PERFORM EXCAVATIONS WITH LIGHT EARTH -MOVING .AIR ENTRAINED. EQUIPMENT POSITIONED OUTSIDE THE LIMITS OF THE INFILTRATION COMPONENTS OF THE SYSTEM IF FEASIBLE. 4. TOOL ALL JOINTS AND EDGES 15" DUCTILE IRON GRATE 5. SIDEWALK IS TO BE POURED IN ALTERNATING 20' LENGTHS TO ACCOUNT FOR PANEL 3 IF RAIN GARDEN/61ORETENTION BASIN AREAS ARE EXPOSED DURING CONSTRUCTION AND DO RECEIVE SEDIMENT DEPOSITS, BASIN 8070M (NYOPIAST 1599CCS) CONTRACTION DURING DRYING. MUST BE OVER EXCAVATED 6-8' INTO NATIVE MATERIAL TO REMOVE SEDIMENT DEPOSITS. FINISH GRADE r 6. INSTALL 1/2" THICK PREFORMED EXPANSION JOINT FILLER (M.9.14.0) AT 20' INTERVALS 7 7. BROOM FINISH SIDEWALK OPPOSITE TO THE DIRECTION OF TRAVEL 4. A LICENSE SOIL EVALUATOR ANO/Oft PROFESSIONAL ENGINEER MUST BE PRESENT DURING GRADING AND CONSTRUCTION OF THE RAIN BE SIDEWALK IS REQUIRED TO BE COVERED WITH PLASTIC AND KEPT MOIST FOR MINIMUM OF 72 HOURS AFTER IT HAS SET-UP. GARDEN TO ENSURE NATIVE OR SIMILAR SOILS UNDERLAY THE STRUCTURES l 9. DETECTABLE WARNING PANEL ARE TO COMPLY WITH AOA 4.29.2 IDDETECTABLE WARNING PANEL TO BE GST IN PLACE DETECTABLE WARNING PANEL 5, ALL ORAINAGE AREAS TO A RAIN GARDEN/BIORETENTION BASIN FACILITY ARE TO BE STABILIZED PRIOR TO INSTALLATION OF AMENDED - . SOILS. SEED MIX, MULCH OR PLANTINGS OUTLET PIPE FULL CURB/BERM 6. AMENDED SOIL WILL ONLY BE PERMITTED WITH A VALID SOIL ANALYSIS REPORT CURB/BERM TRANSITION 7. FOR BIORETENPON BASIN, WRAP PERFORATED UNOERORAIN WITH FILTER FABRIC PRIOR TO BACKFILLING I 1:12 (8.3R) MAX RAMP SLOPE 8, UNOERORAIN PIPE SHOULD HAVE i§' PERFORATIONS SPACED AT 6" CENTERS, MIN. 4 HOLES PER ROW MAXIMUM SPACING OF NO UNOERORAIN PIPE IS. 10 FEET ON CENTER. DETAIL SHOWN FOR REFERENCE DETECTABLE WARNING PANEL 9. FILTER MEDIA FOR RAIN GARDENS AND BIORETENTIONS BASINS SHALL BE AS FOLLOWS: ONLY. SITE SPECIFIC DETAIL TO BE PROVIDED BY MANUFACTURER 1 D$) MAX. SLOPE 20-30$ MODERATELY FINE SHREDEO BARK OR WOOD OBER MULCH WITH <5% FINES PASSING N0. 200 SIEVE 2.0' SUMP AD O' X x 4.0MIN. LArvpwc) ' 70-60$ COURSE LOAMY SAND MEETING THE FOLLOWING GRADATION: BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL \y MEETING THE REQUIREMENTS OF CLASS 11 b " MATERIAL AS DEFINED IN ASTM D2321 VA III PERCENT BY WEIGHT PASSING 1 4' MIN. ON 12 24' DRAIN SIEGAVE N0. STANDARD SIEVE INDICATED 10 65-100 6" MIN ON 30 GRAIN MATCH WALK WIDTH_{ 20 70-100 (4D' MIN.)ARIES > 60 15-40 200 B-15 ADS NYLOPLAST YARD DRAIN BASIN rNO SCALE INSTA1:20 (SOON MAXIMUM I INLETLGRATE ED NOTE ALL WORK SHALL CONFORM TO APPLICABLE LOLL ORDINANCES AS WELL ADJOURNING SLOPE I AS LATEST ADA STANDARDS 12" PONDING LOAM &SEED DEPTH (T'P.) PLACE 3/4^ sroNEs SEE PLAN 1\ AROUND DRYWELL RUNOFF ACCESSIBLE RAMP -PARALLEL CURB CUT A�r �, 1 NO SCALE !i� , 'Z�Mv.,... i 1 ! '�. 1� ,.. N CzQr" 3' 3/4" DIA. PER DOWN LHOLES FOR NO.5 REBAR 10' y L 4 L RiDEA 3 PLAN VIE W 2 5• EBARS CUT AWAY Lr 6'-0' --� 7" FSLOPED SIDE ELEV. 6' STANDARD SINGLE SIDE WHEEL STOP NO SCALE 8" GRAVEL APRON 3/4" - 1-1/2" STONE 'ROPOSED BIORETENDON LEVEL SPREADER LENGTH VARIES (Fir MINIMUM) SEE SITE PIAN MIN, FILTER FABRIC- SOD FILTER STRIP- NOTES 1. GRADE LEVEL SPREADER TO BE COMPLETELY LEVEL ACROSS THE ENTIRE LENGTH. 2. FILTER STRIP TO SOD AND/OR SEEDED WITH 'NEW ENGLAND CONSERVATIONOWILI)OFE MIX" FROM NEW ENGLAND WETLAND PLANTS. INC, OR APPROVED EQUIVALENT. GRASS AND GRAVEL FILTER STRIP WITH LEVEL SPREADER NO SCALE EDGE AND 4"0 SECTION A—A' ., TE'A ` SEED WITH NEW ENGLAND 3 1/2- 87UMINOUS CONCRETE BINDER COURSE �. Y f EROSION COSTROL/RESTORATION PERMANENT F FOR WET SIRS MIX BY NEW TEMPORARY - A ENGLAND WERAND PLANTS, INC. ASSOCIATES to G Crvn Engineer, Lend Svrveve,e OR APPROVED EQUIVALENT SAWCO \ We (field, MA 01085 rlaland.com EDGE FOR TEMP. PAVEMENT EX fU XIS@ 12" WASHED STONE ENGINEERED MEDIA PAVEM DYER (MIN. 8" (24" MIN. DEPTH) BENEATH STRUCTURE) SEE MEDIA W N Lb a W W W In 4 uu .L.. N m a W CCN C G o C w r g SPECIFICATION NOTES 12" PROCESSED GRAVEL_ SEED WITH NEW ENGLAND EROSION CONTROL/RESTORATION FOR WET SITES MIX BY NEW - ENGLAND WETLAND PLANTS, INC. - - OR APPROVED EQUIVALENT 4'0 PER OR HOPE 3 (PERF) UNDERORAIN INLET GRATE - TO UNOERORAIN _ y F \ �Zi .k 944Y BAr { < RUNOFF A AA �. ------------ TYPICAL BIORETENTION AREA DETAIL NOT TO SCALE i� RDNOFF A I jo POND PLANTINGS PLAN) 11 1/2" BITUMINOUS CONCRETE TOP COURSE DUE KONG EMENT NOTES: 1. TEMPORARY PAVEMENT OVER TRENCHES IN STREET TO REMAIN FOR A MINIMUM OF 60 DAYS. TEMPORARY PAVEMENT 3" BINDER COURSE IN ONE LIFT — COLD PATCH KNOWN AS "aPB" MAYBE USED WHEN TYPE 1-1 IS UNAVAILABLE. 2. REMOVE TEMPORARY PAVEMENT AND REPLACE WITH PERMANENT PAVEMENT 3. PAVEMENT THICKNESS TO BE 5" MINIMUM, OR GREATER TO MATCH EASTERN CONDITIONS 4, WHERE PAVEMENT IS CUT 2' 0" OR LESS FROM EDGE OF ROAD, REPAVING TO EXTEND TO EDGE OF ROAD 5. EDGE OF EXISTING PAVEMENT SHALL BE TREATED WITH A TACK COAT PRIOR TO PLACEMENT OF THE PERMANENT PATCH. 6. EXCEPT AS OTHERWISE DIRECTED BY THE D.P.W. SORT., THE EDGE OF PAVEMENT ADJACENT TO PATCH SHALL BE HEATED WITH INFRARED EQUIPMENT TO SEAL THE JOINTS PERMANENT PAVEMENT REPLACEMENT PLAN (IF REQ D) NO SCALE 3 1/2- 87UMINOUS CONCRETE BINDER COURSE PERMANENT TEMPORARY P# RY APIN a E RSI R LEVESQUE ASSOCIATES to G Crvn Engineer, Lend Svrveve,e Enviranmenlol C .... I If JACK HAMMER OR SAWCUT SA .M We (field, MA 01085 rlaland.com EDGE FOR TEMP. PAVEMENT EX fU PA ftl J W W N Lb a W W W In 4 uu .L.. N m a W CCN C G o C w r g 12" PROCESSED GRAVEL_ 845E COURSE Uo >- N COMPACTED IN 6" LIFTS OROWABLF FILL (FULL DEPTH) MAY BE Fi BY DPW SUPT) n 12' MIN OR LIMITS OF / DISPLACED PAVEMENT GRANULAR MATERIAL Five Star Transportation, Inc. COMPACTED IN 12- LIFTS Sou"hwicki 01077 ISSLIANCE SATE Av0vn 0,1018 DUE KONG EMENT NOTES: 1. TEMPORARY PAVEMENT OVER TRENCHES IN STREET TO REMAIN FOR A MINIMUM OF 60 DAYS. TEMPORARY PAVEMENT 3" BINDER COURSE IN ONE LIFT — COLD PATCH KNOWN AS "aPB" MAYBE USED WHEN TYPE 1-1 IS UNAVAILABLE. 2. REMOVE TEMPORARY PAVEMENT AND REPLACE WITH PERMANENT PAVEMENT 3. PAVEMENT THICKNESS TO BE 5" MINIMUM, OR GREATER TO MATCH EASTERN CONDITIONS 4, WHERE PAVEMENT IS CUT 2' 0" OR LESS FROM EDGE OF ROAD, REPAVING TO EXTEND TO EDGE OF ROAD 5. EDGE OF EXISTING PAVEMENT SHALL BE TREATED WITH A TACK COAT PRIOR TO PLACEMENT OF THE PERMANENT PATCH. 6. EXCEPT AS OTHERWISE DIRECTED BY THE D.P.W. SORT., THE EDGE OF PAVEMENT ADJACENT TO PATCH SHALL BE HEATED WITH INFRARED EQUIPMENT TO SEAL THE JOINTS PERMANENT PAVEMENT REPLACEMENT PLAN (IF REQ D) NO SCALE P# RY APIN a E RSI R LEVESQUE ASSOCIATES to land p A trach Crvn Engineer, Lend Svrveve,e Enviranmenlol C .... I If ph. 413.568.0985 fax. 413 568.0966 -40 School Street We (field, MA 01085 rlaland.com fU ftl J W W N Lb a W W W In 4 uu .L.. N m a W CCN C G o C w r g E Uo >- N Ul n �OxarMq �i' FLPE d. i cavo VIL 48816 PREPAPEQFOn: Nathan Lecrensk Five Star Transportation, Inc. 809 College Hghway Sou"hwicki 01077 ISSLIANCE SATE Av0vn 0,1018 REVISIONS DATE: B DF&crR. COMMENTS 12, 18.18 UNAUT OM EO ATER ETION OF THIS DOCUMENT IS AVIOIATION Of M0.SSALHD5EiT85TATE LAW SCALE: AS NOTED RIAP1OJ.NOMRER 160601 —J G Ia ® .