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5055 - 1272, 1276, 1282 Route 28 Proposed (pp1-17) and Existing (p18) SCAN
PROPOSED GASOLINE FILLING STATION WITH ASSOCIATED CONVENIENCE STORE & DRIVE-THRU AND A 4 UNIT RESIDENTIAL BUILDING AT 1272, 1276 & 1282 ROUTE 28, SOUTH YARMOUTH, MA GENERAL NOTES I. ALL LANDSCAPING SHOWN ON PLANS SHALL CONFORM TO THE TOWN OF YARMOUTH ZONING REGULATIONS. 2. ALL SITE LIGHTING SHOWN ON PLANS SHALL BE DIRECTED ONTO SITE AND CONFORM TO THE APPLICABLE TOWN OF YARMOUTH ZONING REGULATIONS. 3. SITE IMPROVEMENTS DEPICTED ON THESE PLANS INCLUDING THE PROPOSED BUILDING, PARKING, WALKWAY CURB CUTS AND REQUIRED SIGNAGE SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT (ADA) MAAB AND YARMOUTH COMMISSION ON DISABILITIES IF APPLICABLE WITH REGARD TO DIMENSIONS, GRADE AND NUMBER OF SPACES, 4. THE LOCATION OF EXISTING UNDERGROUND UTILITIES (ELECTRIC, GAS, TELEPHONE, WATER AND SEWER) SHOWN ON THESE PLANS IS APPROXIMATE AND WERE OBTAINED FROM VARIOUS SOURCES OF INFORMATION. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE. PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIRCATION OF LOCATIONS. 5. THE LOCATION OF EXISTING EXISTING UTILITIES, TOPOGRAPHY AND PROPERTY LINE INFORMATION ARE TAKEN FROM A PLAN ENTITLED, "EXISTING CONDITIONS PLAN IN SOUTH YARMOUTH, MASSACHUSETTS 1272, 1276 & 1282 ROUTE 28', PREPARED BY BORDERLAND ENGINEERING, INC. 61B PLEASANT STREET. RANDOLPH, MA 02368, PREPARED FOR CHOUBAH ENGINEERING GROUP, 112 STATE ROAD, DARTMOUTH, MA 02747, DATED DECEMBER 7, 2021. SCALE 1 INCH = 20 FEET. 6. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO OBTAIN ANY AND ALL PERMITS REQUIRED BY THE STATE OF MASSACHUSETTS AND THE TOWN OF YARMOUTH PRIOR TO COMMENCING ANY WORK. 1. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE CONSTRUCTION DRAWING AND TO NOTIFY THE ENGINEER WITH ANY DISCREPANCY BETWEEN THE PROPOSED WORK SHOWN ON THESE PLANS AND THE REQUIREMENTS OF LOCAL AND STATE CODES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY AND JOB SAFETY ON THE SITE. THE CONS RUCTION SHALL BE PERFORMED IN ACCORDANCE WITH "OSHA' AND THE LOCAL MUNICIPALITY CONSTRUCTION STANDARDS, 10. ALL SIGNS AND PAVEMENT MARKINGS TO BE INSTALLED WITHIN THE PROJECT SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND SHALL CONFORM TO APPLICABLE TOWN OF YARMOUTH ZONING REGULATIONS WITH ALL PERMITS SECURED PRIOR TO INSTALLATION. 11. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, SUPERVISION, TOOLS, EQUIPMENT, FUEL, POWER, SANITARY FACILITIES AND INCIDENTALS NECESSARY FOR THE FURNISHING, PERFORMANCE TESTING, START-UP AND COMPLETION OF THIS WORK. 12, THE CONTRACTOR SHALL MAINTAIN EXCAVATION IN DRY CONDITIONS 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ANY UNSUITABLE OR SURPLUS MATERIALS PROPERLY OF SITE IN ACCORDANCE WITH LOCAL AND STATE ENVIRONMENTAL CODES. 14, ALL EXISTING UTILITIES WATER, GAS, DRAINS, & ELECTRIC SHALL BE PROPERLY PROTECTED AND MAINTAINED DURING THE CONSTRUCTION PERIOD. ANY DEVIATION FROM THE CONTENT OF THESE PLANS WITHOUT WRITTEN CONSENT OF THIS ENGINEER WOULD MAKE IT NULL AND VOID. 15. IN CASE OF A CONFLICT BETWEEN THE PROPOSED WORK SHOWN ON THIS PLAN AND THE APPLICABLE LOCAL AND STATE CODES, THE APPLICABLE CODES SHALL GOVERN. 16. THE CONTRACTOR SHALL SHORE, BRACE, SHEET PILE OR OTHERWISE SUPPORT THE EXISTING UTILITIES AND STREETS NEXT TO THE PROPOSED WORK. 17. ALL CONSTRUCTION MATERIAL, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH OR THE MASS DOT FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 18. DESIGN LOADING FOR ALL PRE -CAST UNITS TO BE AASHTO-H20 UNLESS OTHERWISE NOTED 19. RESTORE ALL DISTURBED AREAS BEYOND PROJECT LIMITS AND 6" LOAM AND SEED ALL AREAS NOT PAVED. 20. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS. 21. ALL OUTSIDE MECHANICAL APPURTENANCES TO BE PLACED ON CONCRETE UTILITY PADS AND SCREENED WITH FINISH TO MATCH BUILDING. 22, ROOF DRAIN TIE-INS AND DRAIN LINES SHALL BE INSPECTED PRIOR TO BACKFILLING AND PAVING. 23. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, 24. DRIVEWAY, WALKWAYS. PATIO, DRAINAGE SYSTEM, LANDSCAPING, LIGHTING, STORMWATER INFILTRATION SYSTEM AND COMMON AREAS SHALL BE OWNED, INSPECTED, MAINTAINED AND REPAIRED BY THE APPLICANT AND SHALL NOT BE THE RESPONSIBILITY OF THE TOWN TO MAINTAIN. INDEX OF DRAWINGS SHEET DESCRIPTION 1. COVER SHEET 2. DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN 3. EROSION CONTROL DETAILS & NOTES 4. SITE LAYOUT & FUEL TRUCK ACCESS PLAN 5. GRADING AND DRAINAGE PLAN 6. UTILITY PLAN 7. LANDSCAPE LAYOUT & FIRE APPARATUS ACCESS PLAN 8. LIGHTING PLAN 9. SITE DETAILS #1 10. SITE DETAILS #2 11. SITE DETAILS #3 12. UNDERGROUND FUEL STORAGE TANKS DETAILS 13, PROPOSED CONVENIENCE STORE FLOOR LAYOUT 14. PROPOSED CONVENIENCE STORE BUILDING ELEVATIONS 15. PROPOSED RESIDENTIAL BUILDING FLOOR LAYOUTS 16. PROPOSED RESIDENTIAL BUILDING ELEVATIONS 17. CANOPY ELEVATIONS & DETAILS I. OF L EXISTING CONDITIONS (BORDERLAND ENGINEERING INC.) PLANS AS APPROVED PER R.O.A.D. APPLICATION #2023-1 BY THE YARMOUTH PLANNING BOARD AT THEIR AUGUST 16, 2023 HEARING. (/NT"� IACUS MAP_ 1 w '`oT TC ,5 x v Prepared For: EKATERINA & FAMILY, LLC 1.282 ROUTE 28 SOUTH YARMOUTH, MA PREPARED BY: CHOUBAH ENGINEERING GRouP, P.G. 112 STATE ROAD, NORTH DARTMOUTH, MA 02747 THL:(508)558-5W FAX:(508)858-5(H1 %xw.choubahgroup.com JUNE20, 2023 PROJECT N' 20-586 r DSCUN LECT ALL EATSIING UTNITIES TO BUILDINGS TO ACCOMMODATE NEW SITE LAYOUT. DISPOSAL OF REIMO 'ATERIALS SHALL COMPLY WITH LOCAL& STATE DPW REOUIREMENTS & CODES. i� 'MIT OF WORK (SEE DEFILE) NOVRPENN hLA11Y L!C eookypo9t iloq)yEl Ate,.+,o' ecl.r2s / z6I NEW NANCY C R SV.P-. CO -IRS 9w.�'/P.va 2M23%2s1 Hqp ya a2 NZ DISCONNECT ALL EXISTING U I1JTI TO BUILDINGS TO ACCOMMODATE N SITE LAYOUT. DISPOSAL OF ROA R & D EXISTING BUILDING MATERIALS SHALL COMPLY WITH L R & D &STATE DPW HEONREMENTS..& CODE EICSTING SYSTEu - PER 310 CMR 15-� F3 N 1 JIMEi d n[:a R d D EXISTING BUILDING 6noA%Vpw 72s7/2ro EXSTING TREE TO N� F4ge41'fY A9: Sa-04 - REMAN PROTECT TREE DURING CONSTRUCTION NANCYw-7R5 fl..VPgr 2692 3/299 R & D EAnHG SEPTIC TANK - y®r 6R14r AND VENTS PER 310 OW 15 � " DISCONNECT ALL EXISTING UTILITIES 4 TO BUILDINGS TO ACCOMMODATE NE SITE LAYOUT. DISPOW OF RFMOVEI L": t61 N° c //275 APASYL'MAIF RAvrY[tJ `,, EX SE]'F Dnsmc 1 l £X..APIIC TINY ' � bAFCWG ;•., ♦� - - `•i I PRDPOStro� It - PROPOSE ♦ 11 FUELING ■ ._ r •r' E STOUT1TiLE AREA AREA CC a,,,. r V /127�6y' OAPIIANG _ .. POTENTIAL DUMPSTER LOCATION , R & D EXISTING � 0- _ ' BITUMINOUS WALK L I WAR JA� N Bnek7P , /IB Froo�ry � r32 R & D EXJ571NO FENCE TP-6 RUMS P- STER DUMPSTER -R d 0 EXISTING UGHT POLE r ` Dear .I(uv 4PA4paal41E Dfaum 5[1 A SfI°�C T4NY R d 0 oJaFrvc AA_NUAa s EXISTING ,� BUILDING EC. f � djAVE/ - !/ AA°ROXWAW J. eOVA r, W OF TJpW � HA9'I CT25'E �-R d 0 EXISTING UTILITY POLE t ccA rraV _ PER LOCAL ELECTRIC COMPANY.' - SPECIFICATIONS ; �R d 0 EXISTING SEPTIC TANK AND ➢-80X ?� PER 310 CUR 15 SrAWV x,r O.EIR NSFS C Ex CCNF WWI Y k P10 RAD EMSTING I CYaVC a D i CATCH : _.-s BASIN ppd R & D EX15TNG OARNEAD WIRES R & D EXISTING LEACHING PIT PER 310 CMR 15 RETAIN EXISTING SCREENING ALONG EASTERN MOST PROPERTY LINE AND PROTECT THEM DURING THE �- CONSTRUCTION PERIOD / YAmeoviN W& ' I AAo yW.. so_rS7 i R & D EASTNG UST FUEL TANKS CONCRETE PAD & TANK COVERS I INSTALL 50'W25' GRAVEL TRACKING f ` PAD AT CONSTRUCTION ENTRANCE FOR DUST CONTROL '{ 7 EXISTING TREE TO REMAIN PROTECT TREE DURNG CONSTRUCION REMOVE $ DISPOSE EXISTING SIGN AND LIGHT POLE i R & D EXISTING _ I .... OVERHEAD WIRES 4SyrLiAV Rd0 INSTALL 50'.125' GRAVEL J( L7 fi E795TNB ' Cq5! N11£iY4Y E.IIS'I DP/Y£ii�)' 1 � O TRACKING PAO AT ITUILDNIG CONSTRUCTION ENTRANCE ___--_____ _ _ _ `• Lam` __ __ FOR DUST CONTROL -----`- - R & a EXISTING ♦ -�--- -...-. ._._ _ :w?Jt66 R & 6 BUILDING, PUMPS, ------ _ - -- ----- - __- __ . - ArM=2a.ro WATER SERVICE d MODIFY" FASTING WRBCUTS INSTALL CATCH BASIN SILT SACK CANOPY, CONCRETE PAD CUT & CAP AT 6� ON RATE 28 TO ACCOMMODATE ----- IN EXISTING CATCH TARNS DAWN R & 0 EXISTING &BOLLARDS ----INSTAIL CATCH BASIN SIT SACK STREAM FROM PROJECT AREA PRIOR MAIN ON ROUTE 2B BITUMINOUS WALIL _ NEW SITE LAYOUT ASINS DOWN R & 0 EXISTING WATER IN EXISTING CATCH B TO DEMOUTION/CONSTRUCTION. STREAM FROM PROJECT AREA PRIOR SERVICE CUT & CAP AT TO ODJODTION/CONSTRUCTION. 2af9 6' MAN ON ROUTE 28 ,gM.py Ha: __ _-__---_.-__-___ a3'W-_`-.._ _. _ .___ pN INN•` r.1 :' F E INSTALL CATCH BASIN SILT SACK a -.n.-s NA;n ear _ ____--- ---- "� iNv-lssa L_N FASTING CATCH DA51N5 DOWN ---- � TP-3 iP 5 ROUTE 28 STATE HIGHWAY STREAM DCMOUp�ON/CCONSTRUGCi1ON PRIOR 12-06-21 1?-a6-1r 12-06-21 0' 24.601F Ir 2400t D' 24.Opt (80' W 1 0 E - 1 9 3 3 L A Y 0 0 T) FM.f. rTu r�rl Z' 7a BT 1"=24' SCALE IN FEET B FR' 12.50 iB• 2I.67 12-06-7f LS 10VR 5 TP 30' 2T,Sp LS TOM 5A B 0 2400E 0 10 20 46 80 CS fOXR 5/6 F" 42' 2M50 N, FA50 C1 B' 2S33 MS 2.5Y 7/4 C1 C1 ,y MS 25Y 7/4 MS Z.5Y 7/4 LS IOYR 516 33" 2f.25 120' 14.00 720' Is00 130' f3. 17 NpTNts O ELEV. IA67 MOTTLES O EiEV 16.17 MOTR.ES O arV.. M 17 Cf WA 7M STANDING O REV. NAVE OBSERVED WA)!"R STANDING O ELEV. NAVE OBSERVED NAM? SWONG O RE✓. NONE OBSERVED M5 75Y 7/4 AEMW O ELEV. NONE aaSERWO NEEPOW O EIFV. NONE DBSERYLD NEEFWG O AEY. NOW OVIRMWD EST. mGN GWJND ESE M16H GNGRND EST. NIGH CRWNO WATER O REV. mi67 WATER O EIEV. 16. 17 WATER O ECEV 16,17 N-2 B -4 rP-6 170' 14.00 16.42 12-M-21 12-06-21 12-06--21 - YOTRES O EEV. ONE b' 24.00t 0• Y4P0f O" 24.00t WATER STANDING O £LEV. OR OBSERVED ru Flu RU MOPING O EIEV MOVE OBSERVED EST. MGN GROUND WA7FR O ELEV. 1642 10' 12P 1276 & 12,%RO VIE 2S, SOUTH YARMOUTH, 1NA ZONING ANALYSIS TABLE (B-2) BUSINESS 2 & HMOD1 HOTEUMOTEL OVERLAY DISTRICT1 ZONING CRITERIA REQUIRED E7isuNG MIN. LOT AREA 20,000 S.F. 41i,833 S.F. MIN, FRONTAGE II H 340 MIN. FRONT SETBACK 30 X, 3.1 CANOPY MIN. SIDE SETBACK 25 25.4 MIN. REAR SETBACK 20 6.8' MAX. BUILDING COVERAGE 257G L 12.2% "'PERVIOUS LOT COVERAGE70% (MAX) 52 6`t (INCLUDING BUILDINGS) MAX. BUILDING HEIGHT 35' 20'+/- MAX. SHAPE FACTOR 22 23.4 211 16 2250 18 2750 H. LOT W101H SNAIL AT LOST MEET THE NNWL"A FRONTAGE FOR A D a B ST7E: 1276 & f262 ROUTT' 2a DEPTH OF ONE HUNDRED (1DD) FEET. LS r01'R 5/6 LS myP 5/6 15 10YR $/6 DWMr YARMQ'IrH, MA 40' 2067 36' 21.00 40- 2067 L. THE DEVELOPED FOOTPRINT OF IMPERVIOUS SURFACES WIPAESSED BY CAROL EASWAN (STRUCTURES, PAVEMENT, ETC.) INCLUDING ANY UNPAVED PARKING AREAS, 9FALL NOT EXCEED 70% OF THE TOTAL FOOTAGE OF ANY MS ?.5Y 7/4 MS 73Y 7/4 MS 2C1 7/4 WEA WER. SUNNY BUT WINDY SU'S LOT, PERVIOUS PAVING SHALL BE COUNTED AS IMPERVIOUS N LOT IMPERVIOUS COVERAGE CALCULATIONS. SO, EVALUATIONS PERFORWD BY MASSACHUSE"S L!2' 1s.bo cERTFTED DEP 5014 £VALUATOR ON DLICEL48ER 6 2021 X. DORMER LOTS ARE CONSIDERED TO HAVE TWO FRONT YARD J2D' 14.00 JOB • MOO SETBACKS AND TWO SIDE YARD SETBACKS. 131E FRONT YARD FOR BOTTLES O ELEV. f6. 00 MOrNEs a EIEV. 75.97 MOTTLES O ELEV. 16.42 CORNER LOTS MAY BE REDUCED TO 25' TO ACCOMMODATE PARKING WATER STANDING O ELEY. NAVE OBSERVED WATER TER STANO'NC O ELEV. NONE Q95ERVED WATER 57AN5WAG O REY A'pNE OIOSERVF37 IN THE REM OR SIDE OF THE SUILONG. 1F THE CORNER LOT HAS A MEETING O ELEY. ANA'JE f' i Vff E'D CURVED RADIUS ALONG THE FRONTAGE ON A PUBLIC WAY, THE FRONT NEFPfAfG O E2EV, HOVE Op�RVEp NEEPNG O REV. NONE DBSERVFD EST. Rani rYrIXIM EST, F:ICYf CF"f5 EST. NKfr IyCIXMO GREnORY A. 'dC7, S£ YARD STTIACK MAY BE RETAICEO TO 2tl' AT THE CORNER 'ONLY. WATER O EZEV. f6.O0 WATER O EL£1/. ND WATER O ET.EV. !A4? UEMOLITION NOTES 1, ALL DEMOLITION WORK SHALL BC PERFORMED IN .ACCORDANCE W17H STATE AND LOCAL REGULATIONS. 2. SECURE REQUIRED DEMOLITION PERMITS, 3. ARRANGE WITH OWNER AND/OR APPROPRIATE UTILITIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION OPERATION. 4. RELOCATE ALL EXISTING ACTIVE GAS. WATER, VENTILATION, DRAIN, C UCTRC AND OTHER UTILITY LINES AS REQUIRED FOR NEW CONSTRUCTION. 5. TAKE SPECIAL CARE TO CONTROL DUST AND NOISE 10 AVOID DISTURBING NEARLY PERSONS OR PROPERTY. & GENERAL CONTRACTOR, DEMO CONTRACTOR RESPONSIBLE FOR REMOVAL OF ALL ABOVE GRADE AND BELOW GRADE BUILDING MATERIALS, PIPES, CONDUITS, STUMPS AND DEBRIS FROM SITE AND DISPOSED OF PER REGULATXXN REQUIREMENTS AND CONTRACT, 7. DEMO CONTRACTOR YO INCUR ALL COST RELATING TO EXISTING CURB CUT, SIDEWALK, PROTECTED AREAS. DAMAGE IF REPLACEMENT IS REQUIRED. S. AMPLE EQUIPMENT & MANPOWER ON SITE TO COMPLETE TASK N TIME AGREED. 9. PROVIDE RODENT CONTROL PER HEALTH DEPARTMENT. - - I LOCUS MAP NOTTOSCALE SITE DATA ' ADDRESS: 1272. 1276 & 1282 ROUTE 28. YARMOUTH, MA 70NING DISTRICT: (B-2) BUStNESS-2 DISTRICT & (HMOD-1) HOTEL/MOTEL OVERLAY DISTRICT 1 1282 ROUTE 28 = 16,117 S.F. 1276 ROUTE 28 = 21,780 S.F. 1272 ROUTE 28 = 11,536 S.F. TOTAL AREA: 49.833 S.F. 1.14 ACRES OWNER ON RECORD: JAY IMAD, TR. USE: RESIDENTIAL BUILDINGS AND GASOLINE FILLING STATION DUST CONTROL 1. WIND-OORNE DUST FROM EXPOSED SOIL SURFACES DURING LAND aISTURBING/CONSTRUCTION ACTIVITIES SHALL BE CONTROLLED WITH FREQUENT WATER IRRIGATION APPUCA71ONS AND/OR CALCIUM CHLORIDE, CALCIUM CHLORIDE SHALL BE APPLIED WITH A LiCOF LAICAL SPREADER IN STRICT ACCORDANCE WITH THE SUPPLIER'S SPECOED RATES. 2. INSTALL CATCH BASIN SILT SACKS IN EXISTING CATCH BASINS ON ROUTE 28 DOWN STREAM FROM PROJECT AREA PRIOR TO UEMOUTION/CONSTRUCTION. SEQUENCE OF CONSTRUCTION & S01L EXCAVATION F FANAQLUU T PROCEDURES. 1. INSTALL SOCK BALES AND SILT FENCE AROUND EXISTING STORMDRAIN STRUCTURES AND WITHIN THE UMT OF CONSTRUCTION AS SHOWN ON DEMOLITION AND SITE PLANS. 2. EXCAVATE FOR NEW BUILDING FOUNDATION, PUMPS AND CANOPY STRUCTURES. UNDER SUPERVISION OF THE PROJECT LICENSED SITE PROFESSIONAL (LSP) AND OR ITS DESIGNATED QUALIFIED REPRESENTATIVE. 3, ANY VISUALLY CONTAMINATED SOIL SHOULD BE REMOVED FROM EXCAYAPON AND TEMPORARILY STORED OR DIRECTLY TRANSPORTED OFF -SITE TO AN APPROVED LOCATION. 4. EXCAVATED SOILS SHALL BE MANAGED N ACCORDAHCE WITH ALL OF THE APPLICABLE MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES AND REGULATIONS. 5. ALL OFF -SITE SHIPMENT OF CONTAMINATED SOILS SFVLL BE ACCOMPANIED BY A BILL OF LADING. 6. A "LOAD -AND -GO' APPROACH FOR SOIL REMOVAL SHOULD BE EMPLOYED. IF NECESSARY, CONTAMINATED OR POTENTIALLY CONTAMINATED SOIL SMALL BE STORED ON AND SECURELY COVERED WITH ADEQUATE PLASTIC SHEETING IN AN AREA LOCATED GREATER THAN 50 FEET FROM ANY wETLAN❑ RESOURCE AREA OR DRAINAGE INLET. 7. THERE SHALL BE NO DISCHARGE OF DEINATERED GROUNDWATER TO WETLAND RESOURCE AREAS EITHER BY DIRECT OR INDIRECT DISCHARGE TO WETLAND RLSDJRCE AREAS OR EXISTING DRAINAGE SYSTEMS. NOTICE OF DEWATERING ACTMTIES MUST BE GNEN TO THE COMMISSION AND/OR THEIR AGENT WITHIN 46 HOURS. REMOVAL AND DISPOSAL OF: 4SyrLiAV Rd0 INSTALL 50'.125' GRAVEL J( L7 fi E795TNB ' Cq5! N11£iY4Y E.IIS'I DP/Y£ii�)' 1 � O TRACKING PAO AT ITUILDNIG CONSTRUCTION ENTRANCE ___--_____ _ _ _ `• Lam` __ __ FOR DUST CONTROL -----`- - R & a EXISTING ♦ -�--- -...-. ._._ _ :w?Jt66 R & 6 BUILDING, PUMPS, ------ _ - -- ----- - __- __ . - ArM=2a.ro WATER SERVICE d MODIFY" FASTING WRBCUTS INSTALL CATCH BASIN SILT SACK CANOPY, CONCRETE PAD CUT & CAP AT 6� ON RATE 28 TO ACCOMMODATE ----- IN EXISTING CATCH TARNS DAWN R & 0 EXISTING &BOLLARDS ----INSTAIL CATCH BASIN SIT SACK STREAM FROM PROJECT AREA PRIOR MAIN ON ROUTE 2B BITUMINOUS WALIL _ NEW SITE LAYOUT ASINS DOWN R & 0 EXISTING WATER IN EXISTING CATCH B TO DEMOUTION/CONSTRUCTION. STREAM FROM PROJECT AREA PRIOR SERVICE CUT & CAP AT TO ODJODTION/CONSTRUCTION. 2af9 6' MAN ON ROUTE 28 ,gM.py Ha: __ _-__---_.-__-___ a3'W-_`-.._ _. _ .___ pN INN•` r.1 :' F E INSTALL CATCH BASIN SILT SACK a -.n.-s NA;n ear _ ____--- ---- "� iNv-lssa L_N FASTING CATCH DA51N5 DOWN ---- � TP-3 iP 5 ROUTE 28 STATE HIGHWAY STREAM DCMOUp�ON/CCONSTRUGCi1ON PRIOR 12-06-21 1?-a6-1r 12-06-21 0' 24.601F Ir 2400t D' 24.Opt (80' W 1 0 E - 1 9 3 3 L A Y 0 0 T) FM.f. rTu r�rl Z' 7a BT 1"=24' SCALE IN FEET B FR' 12.50 iB• 2I.67 12-06-7f LS 10VR 5 TP 30' 2T,Sp LS TOM 5A B 0 2400E 0 10 20 46 80 CS fOXR 5/6 F" 42' 2M50 N, FA50 C1 B' 2S33 MS 2.5Y 7/4 C1 C1 ,y MS 25Y 7/4 MS Z.5Y 7/4 LS IOYR 516 33" 2f.25 120' 14.00 720' Is00 130' f3. 17 NpTNts O ELEV. IA67 MOTTLES O EiEV 16.17 MOTR.ES O arV.. M 17 Cf WA 7M STANDING O REV. NAVE OBSERVED WA)!"R STANDING O ELEV. NAVE OBSERVED NAM? SWONG O RE✓. NONE OBSERVED M5 75Y 7/4 AEMW O ELEV. NONE aaSERWO NEEPOW O EIFV. NONE DBSERYLD NEEFWG O AEY. NOW OVIRMWD EST. mGN GWJND ESE M16H GNGRND EST. NIGH CRWNO WATER O REV. mi67 WATER O EIEV. 16. 17 WATER O ECEV 16,17 N-2 B -4 rP-6 170' 14.00 16.42 12-M-21 12-06-21 12-06--21 - YOTRES O EEV. ONE b' 24.00t 0• Y4P0f O" 24.00t WATER STANDING O £LEV. OR OBSERVED ru Flu RU MOPING O EIEV MOVE OBSERVED EST. MGN GROUND WA7FR O ELEV. 1642 10' 12P 1276 & 12,%RO VIE 2S, SOUTH YARMOUTH, 1NA ZONING ANALYSIS TABLE (B-2) BUSINESS 2 & HMOD1 HOTEUMOTEL OVERLAY DISTRICT1 ZONING CRITERIA REQUIRED E7isuNG MIN. LOT AREA 20,000 S.F. 41i,833 S.F. MIN, FRONTAGE II H 340 MIN. FRONT SETBACK 30 X, 3.1 CANOPY MIN. SIDE SETBACK 25 25.4 MIN. REAR SETBACK 20 6.8' MAX. BUILDING COVERAGE 257G L 12.2% "'PERVIOUS LOT COVERAGE70% (MAX) 52 6`t (INCLUDING BUILDINGS) MAX. BUILDING HEIGHT 35' 20'+/- MAX. SHAPE FACTOR 22 23.4 211 16 2250 18 2750 H. LOT W101H SNAIL AT LOST MEET THE NNWL"A FRONTAGE FOR A D a B ST7E: 1276 & f262 ROUTT' 2a DEPTH OF ONE HUNDRED (1DD) FEET. LS r01'R 5/6 LS myP 5/6 15 10YR $/6 DWMr YARMQ'IrH, MA 40' 2067 36' 21.00 40- 2067 L. THE DEVELOPED FOOTPRINT OF IMPERVIOUS SURFACES WIPAESSED BY CAROL EASWAN (STRUCTURES, PAVEMENT, ETC.) INCLUDING ANY UNPAVED PARKING AREAS, 9FALL NOT EXCEED 70% OF THE TOTAL FOOTAGE OF ANY MS ?.5Y 7/4 MS 73Y 7/4 MS 2C1 7/4 WEA WER. SUNNY BUT WINDY SU'S LOT, PERVIOUS PAVING SHALL BE COUNTED AS IMPERVIOUS N LOT IMPERVIOUS COVERAGE CALCULATIONS. SO, EVALUATIONS PERFORWD BY MASSACHUSE"S L!2' 1s.bo cERTFTED DEP 5014 £VALUATOR ON DLICEL48ER 6 2021 X. DORMER LOTS ARE CONSIDERED TO HAVE TWO FRONT YARD J2D' 14.00 JOB • MOO SETBACKS AND TWO SIDE YARD SETBACKS. 131E FRONT YARD FOR BOTTLES O ELEV. f6. 00 MOrNEs a EIEV. 75.97 MOTTLES O ELEV. 16.42 CORNER LOTS MAY BE REDUCED TO 25' TO ACCOMMODATE PARKING WATER STANDING O ELEY. NAVE OBSERVED WATER TER STANO'NC O ELEV. NONE Q95ERVED WATER 57AN5WAG O REY A'pNE OIOSERVF37 IN THE REM OR SIDE OF THE SUILONG. 1F THE CORNER LOT HAS A MEETING O ELEY. ANA'JE f' i Vff E'D CURVED RADIUS ALONG THE FRONTAGE ON A PUBLIC WAY, THE FRONT NEFPfAfG O E2EV, HOVE Op�RVEp NEEPNG O REV. NONE DBSERVFD EST. Rani rYrIXIM EST, F:ICYf CF"f5 EST. NKfr IyCIXMO GREnORY A. 'dC7, S£ YARD STTIACK MAY BE RETAICEO TO 2tl' AT THE CORNER 'ONLY. WATER O EZEV. f6.O0 WATER O EL£1/. ND WATER O ET.EV. !A4? UEMOLITION NOTES 1, ALL DEMOLITION WORK SHALL BC PERFORMED IN .ACCORDANCE W17H STATE AND LOCAL REGULATIONS. 2. SECURE REQUIRED DEMOLITION PERMITS, 3. ARRANGE WITH OWNER AND/OR APPROPRIATE UTILITIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION OPERATION. 4. RELOCATE ALL EXISTING ACTIVE GAS. WATER, VENTILATION, DRAIN, C UCTRC AND OTHER UTILITY LINES AS REQUIRED FOR NEW CONSTRUCTION. 5. TAKE SPECIAL CARE TO CONTROL DUST AND NOISE 10 AVOID DISTURBING NEARLY PERSONS OR PROPERTY. & GENERAL CONTRACTOR, DEMO CONTRACTOR RESPONSIBLE FOR REMOVAL OF ALL ABOVE GRADE AND BELOW GRADE BUILDING MATERIALS, PIPES, CONDUITS, STUMPS AND DEBRIS FROM SITE AND DISPOSED OF PER REGULATXXN REQUIREMENTS AND CONTRACT, 7. DEMO CONTRACTOR YO INCUR ALL COST RELATING TO EXISTING CURB CUT, SIDEWALK, PROTECTED AREAS. DAMAGE IF REPLACEMENT IS REQUIRED. S. AMPLE EQUIPMENT & MANPOWER ON SITE TO COMPLETE TASK N TIME AGREED. 9. PROVIDE RODENT CONTROL PER HEALTH DEPARTMENT. - - I LOCUS MAP NOTTOSCALE SITE DATA ' ADDRESS: 1272. 1276 & 1282 ROUTE 28. YARMOUTH, MA 70NING DISTRICT: (B-2) BUStNESS-2 DISTRICT & (HMOD-1) HOTEL/MOTEL OVERLAY DISTRICT 1 1282 ROUTE 28 = 16,117 S.F. 1276 ROUTE 28 = 21,780 S.F. 1272 ROUTE 28 = 11,536 S.F. TOTAL AREA: 49.833 S.F. 1.14 ACRES OWNER ON RECORD: JAY IMAD, TR. USE: RESIDENTIAL BUILDINGS AND GASOLINE FILLING STATION DUST CONTROL 1. WIND-OORNE DUST FROM EXPOSED SOIL SURFACES DURING LAND aISTURBING/CONSTRUCTION ACTIVITIES SHALL BE CONTROLLED WITH FREQUENT WATER IRRIGATION APPUCA71ONS AND/OR CALCIUM CHLORIDE, CALCIUM CHLORIDE SHALL BE APPLIED WITH A LiCOF LAICAL SPREADER IN STRICT ACCORDANCE WITH THE SUPPLIER'S SPECOED RATES. 2. INSTALL CATCH BASIN SILT SACKS IN EXISTING CATCH BASINS ON ROUTE 28 DOWN STREAM FROM PROJECT AREA PRIOR TO UEMOUTION/CONSTRUCTION. SEQUENCE OF CONSTRUCTION & S01L EXCAVATION F FANAQLUU T PROCEDURES. 1. INSTALL SOCK BALES AND SILT FENCE AROUND EXISTING STORMDRAIN STRUCTURES AND WITHIN THE UMT OF CONSTRUCTION AS SHOWN ON DEMOLITION AND SITE PLANS. 2. EXCAVATE FOR NEW BUILDING FOUNDATION, PUMPS AND CANOPY STRUCTURES. UNDER SUPERVISION OF THE PROJECT LICENSED SITE PROFESSIONAL (LSP) AND OR ITS DESIGNATED QUALIFIED REPRESENTATIVE. 3, ANY VISUALLY CONTAMINATED SOIL SHOULD BE REMOVED FROM EXCAYAPON AND TEMPORARILY STORED OR DIRECTLY TRANSPORTED OFF -SITE TO AN APPROVED LOCATION. 4. EXCAVATED SOILS SHALL BE MANAGED N ACCORDAHCE WITH ALL OF THE APPLICABLE MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES AND REGULATIONS. 5. ALL OFF -SITE SHIPMENT OF CONTAMINATED SOILS SFVLL BE ACCOMPANIED BY A BILL OF LADING. 6. A "LOAD -AND -GO' APPROACH FOR SOIL REMOVAL SHOULD BE EMPLOYED. IF NECESSARY, CONTAMINATED OR POTENTIALLY CONTAMINATED SOIL SMALL BE STORED ON AND SECURELY COVERED WITH ADEQUATE PLASTIC SHEETING IN AN AREA LOCATED GREATER THAN 50 FEET FROM ANY wETLAN❑ RESOURCE AREA OR DRAINAGE INLET. 7. THERE SHALL BE NO DISCHARGE OF DEINATERED GROUNDWATER TO WETLAND RESOURCE AREAS EITHER BY DIRECT OR INDIRECT DISCHARGE TO WETLAND RLSDJRCE AREAS OR EXISTING DRAINAGE SYSTEMS. NOTICE OF DEWATERING ACTMTIES MUST BE GNEN TO THE COMMISSION AND/OR THEIR AGENT WITHIN 46 HOURS. REMOVAL AND DISPOSAL OF: IN EXISTING CATCH B TO DEMOUTION/CONSTRUCTION. STREAM FROM PROJECT AREA PRIOR SERVICE CUT & CAP AT TO ODJODTION/CONSTRUCTION. 2af9 6' MAN ON ROUTE 28 ,gM.py Ha: __ _-__---_.-__-___ a3'W-_`-.._ _. _ .___ pN INN•` r.1 :' F E INSTALL CATCH BASIN SILT SACK a -.n.-s NA;n ear _ ____--- ---- "� iNv-lssa L_N FASTING CATCH DA51N5 DOWN ---- � TP-3 iP 5 ROUTE 28 STATE HIGHWAY STREAM DCMOUp�ON/CCONSTRUGCi1ON PRIOR 12-06-21 1?-a6-1r 12-06-21 0' 24.601F Ir 2400t D' 24.Opt (80' W 1 0 E - 1 9 3 3 L A Y 0 0 T) FM.f. rTu r�rl Z' 7a BT 1"=24' SCALE IN FEET B FR' 12.50 iB• 2I.67 12-06-7f LS 10VR 5 TP 30' 2T,Sp LS TOM 5A B 0 2400E 0 10 20 46 80 CS fOXR 5/6 F" 42' 2M50 N, FA50 C1 B' 2S33 MS 2.5Y 7/4 C1 C1 ,y MS 25Y 7/4 MS Z.5Y 7/4 LS IOYR 516 33" 2f.25 120' 14.00 720' Is00 130' f3. 17 NpTNts O ELEV. IA67 MOTTLES O EiEV 16.17 MOTR.ES O arV.. M 17 Cf WA 7M STANDING O REV. NAVE OBSERVED WA)!"R STANDING O ELEV. NAVE OBSERVED NAM? SWONG O RE✓. NONE OBSERVED M5 75Y 7/4 AEMW O ELEV. NONE aaSERWO NEEPOW O EIFV. NONE DBSERYLD NEEFWG O AEY. NOW OVIRMWD EST. mGN GWJND ESE M16H GNGRND EST. NIGH CRWNO WATER O REV. mi67 WATER O EIEV. 16. 17 WATER O ECEV 16,17 N-2 B -4 rP-6 170' 14.00 16.42 12-M-21 12-06-21 12-06--21 - YOTRES O EEV. ONE b' 24.00t 0• Y4P0f O" 24.00t WATER STANDING O £LEV. OR OBSERVED ru Flu RU MOPING O EIEV MOVE OBSERVED EST. MGN GROUND WA7FR O ELEV. 1642 10' 12P 1276 & 12,%RO VIE 2S, SOUTH YARMOUTH, 1NA ZONING ANALYSIS TABLE (B-2) BUSINESS 2 & HMOD1 HOTEUMOTEL OVERLAY DISTRICT1 ZONING CRITERIA REQUIRED E7isuNG MIN. LOT AREA 20,000 S.F. 41i,833 S.F. MIN, FRONTAGE II H 340 MIN. FRONT SETBACK 30 X, 3.1 CANOPY MIN. SIDE SETBACK 25 25.4 MIN. REAR SETBACK 20 6.8' MAX. BUILDING COVERAGE 257G L 12.2% "'PERVIOUS LOT COVERAGE70% (MAX) 52 6`t (INCLUDING BUILDINGS) MAX. BUILDING HEIGHT 35' 20'+/- MAX. SHAPE FACTOR 22 23.4 211 16 2250 18 2750 H. LOT W101H SNAIL AT LOST MEET THE NNWL"A FRONTAGE FOR A D a B ST7E: 1276 & f262 ROUTT' 2a DEPTH OF ONE HUNDRED (1DD) FEET. LS r01'R 5/6 LS myP 5/6 15 10YR $/6 DWMr YARMQ'IrH, MA 40' 2067 36' 21.00 40- 2067 L. THE DEVELOPED FOOTPRINT OF IMPERVIOUS SURFACES WIPAESSED BY CAROL EASWAN (STRUCTURES, PAVEMENT, ETC.) INCLUDING ANY UNPAVED PARKING AREAS, 9FALL NOT EXCEED 70% OF THE TOTAL FOOTAGE OF ANY MS ?.5Y 7/4 MS 73Y 7/4 MS 2C1 7/4 WEA WER. SUNNY BUT WINDY SU'S LOT, PERVIOUS PAVING SHALL BE COUNTED AS IMPERVIOUS N LOT IMPERVIOUS COVERAGE CALCULATIONS. SO, EVALUATIONS PERFORWD BY MASSACHUSE"S L!2' 1s.bo cERTFTED DEP 5014 £VALUATOR ON DLICEL48ER 6 2021 X. DORMER LOTS ARE CONSIDERED TO HAVE TWO FRONT YARD J2D' 14.00 JOB • MOO SETBACKS AND TWO SIDE YARD SETBACKS. 131E FRONT YARD FOR BOTTLES O ELEV. f6. 00 MOrNEs a EIEV. 75.97 MOTTLES O ELEV. 16.42 CORNER LOTS MAY BE REDUCED TO 25' TO ACCOMMODATE PARKING WATER STANDING O ELEY. NAVE OBSERVED WATER TER STANO'NC O ELEV. NONE Q95ERVED WATER 57AN5WAG O REY A'pNE OIOSERVF37 IN THE REM OR SIDE OF THE SUILONG. 1F THE CORNER LOT HAS A MEETING O ELEY. ANA'JE f' i Vff E'D CURVED RADIUS ALONG THE FRONTAGE ON A PUBLIC WAY, THE FRONT NEFPfAfG O E2EV, HOVE Op�RVEp NEEPNG O REV. NONE DBSERVFD EST. Rani rYrIXIM EST, F:ICYf CF"f5 EST. NKfr IyCIXMO GREnORY A. 'dC7, S£ YARD STTIACK MAY BE RETAICEO TO 2tl' AT THE CORNER 'ONLY. WATER O EZEV. f6.O0 WATER O EL£1/. ND WATER O ET.EV. !A4? UEMOLITION NOTES 1, ALL DEMOLITION WORK SHALL BC PERFORMED IN .ACCORDANCE W17H STATE AND LOCAL REGULATIONS. 2. SECURE REQUIRED DEMOLITION PERMITS, 3. ARRANGE WITH OWNER AND/OR APPROPRIATE UTILITIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION OPERATION. 4. RELOCATE ALL EXISTING ACTIVE GAS. WATER, VENTILATION, DRAIN, C UCTRC AND OTHER UTILITY LINES AS REQUIRED FOR NEW CONSTRUCTION. 5. TAKE SPECIAL CARE TO CONTROL DUST AND NOISE 10 AVOID DISTURBING NEARLY PERSONS OR PROPERTY. & GENERAL CONTRACTOR, DEMO CONTRACTOR RESPONSIBLE FOR REMOVAL OF ALL ABOVE GRADE AND BELOW GRADE BUILDING MATERIALS, PIPES, CONDUITS, STUMPS AND DEBRIS FROM SITE AND DISPOSED OF PER REGULATXXN REQUIREMENTS AND CONTRACT, 7. DEMO CONTRACTOR YO INCUR ALL COST RELATING TO EXISTING CURB CUT, SIDEWALK, PROTECTED AREAS. DAMAGE IF REPLACEMENT IS REQUIRED. S. AMPLE EQUIPMENT & MANPOWER ON SITE TO COMPLETE TASK N TIME AGREED. 9. PROVIDE RODENT CONTROL PER HEALTH DEPARTMENT. - - I LOCUS MAP NOTTOSCALE SITE DATA ' ADDRESS: 1272. 1276 & 1282 ROUTE 28. YARMOUTH, MA 70NING DISTRICT: (B-2) BUStNESS-2 DISTRICT & (HMOD-1) HOTEL/MOTEL OVERLAY DISTRICT 1 1282 ROUTE 28 = 16,117 S.F. 1276 ROUTE 28 = 21,780 S.F. 1272 ROUTE 28 = 11,536 S.F. TOTAL AREA: 49.833 S.F. 1.14 ACRES OWNER ON RECORD: JAY IMAD, TR. USE: RESIDENTIAL BUILDINGS AND GASOLINE FILLING STATION DUST CONTROL 1. WIND-OORNE DUST FROM EXPOSED SOIL SURFACES DURING LAND aISTURBING/CONSTRUCTION ACTIVITIES SHALL BE CONTROLLED WITH FREQUENT WATER IRRIGATION APPUCA71ONS AND/OR CALCIUM CHLORIDE, CALCIUM CHLORIDE SHALL BE APPLIED WITH A LiCOF LAICAL SPREADER IN STRICT ACCORDANCE WITH THE SUPPLIER'S SPECOED RATES. 2. INSTALL CATCH BASIN SILT SACKS IN EXISTING CATCH BASINS ON ROUTE 28 DOWN STREAM FROM PROJECT AREA PRIOR TO UEMOUTION/CONSTRUCTION. SEQUENCE OF CONSTRUCTION & S01L EXCAVATION F FANAQLUU T PROCEDURES. 1. INSTALL SOCK BALES AND SILT FENCE AROUND EXISTING STORMDRAIN STRUCTURES AND WITHIN THE UMT OF CONSTRUCTION AS SHOWN ON DEMOLITION AND SITE PLANS. 2. EXCAVATE FOR NEW BUILDING FOUNDATION, PUMPS AND CANOPY STRUCTURES. UNDER SUPERVISION OF THE PROJECT LICENSED SITE PROFESSIONAL (LSP) AND OR ITS DESIGNATED QUALIFIED REPRESENTATIVE. 3, ANY VISUALLY CONTAMINATED SOIL SHOULD BE REMOVED FROM EXCAYAPON AND TEMPORARILY STORED OR DIRECTLY TRANSPORTED OFF -SITE TO AN APPROVED LOCATION. 4. EXCAVATED SOILS SHALL BE MANAGED N ACCORDAHCE WITH ALL OF THE APPLICABLE MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES AND REGULATIONS. 5. ALL OFF -SITE SHIPMENT OF CONTAMINATED SOILS SFVLL BE ACCOMPANIED BY A BILL OF LADING. 6. A "LOAD -AND -GO' APPROACH FOR SOIL REMOVAL SHOULD BE EMPLOYED. IF NECESSARY, CONTAMINATED OR POTENTIALLY CONTAMINATED SOIL SMALL BE STORED ON AND SECURELY COVERED WITH ADEQUATE PLASTIC SHEETING IN AN AREA LOCATED GREATER THAN 50 FEET FROM ANY wETLAN❑ RESOURCE AREA OR DRAINAGE INLET. 7. THERE SHALL BE NO DISCHARGE OF DEINATERED GROUNDWATER TO WETLAND RESOURCE AREAS EITHER BY DIRECT OR INDIRECT DISCHARGE TO WETLAND RLSDJRCE AREAS OR EXISTING DRAINAGE SYSTEMS. NOTICE OF DEWATERING ACTMTIES MUST BE GNEN TO THE COMMISSION AND/OR THEIR AGENT WITHIN 46 HOURS. REMOVAL AND DISPOSAL OF: 211 16 2250 18 2750 H. LOT W101H SNAIL AT LOST MEET THE NNWL"A FRONTAGE FOR A D a B ST7E: 1276 & f262 ROUTT' 2a DEPTH OF ONE HUNDRED (1DD) FEET. LS r01'R 5/6 LS myP 5/6 15 10YR $/6 DWMr YARMQ'IrH, MA 40' 2067 36' 21.00 40- 2067 L. THE DEVELOPED FOOTPRINT OF IMPERVIOUS SURFACES WIPAESSED BY CAROL EASWAN (STRUCTURES, PAVEMENT, ETC.) INCLUDING ANY UNPAVED PARKING AREAS, 9FALL NOT EXCEED 70% OF THE TOTAL FOOTAGE OF ANY MS ?.5Y 7/4 MS 73Y 7/4 MS 2C1 7/4 WEA WER. SUNNY BUT WINDY SU'S LOT, PERVIOUS PAVING SHALL BE COUNTED AS IMPERVIOUS N LOT IMPERVIOUS COVERAGE CALCULATIONS. SO, EVALUATIONS PERFORWD BY MASSACHUSE"S L!2' 1s.bo cERTFTED DEP 5014 £VALUATOR ON DLICEL48ER 6 2021 X. DORMER LOTS ARE CONSIDERED TO HAVE TWO FRONT YARD J2D' 14.00 JOB • MOO SETBACKS AND TWO SIDE YARD SETBACKS. 131E FRONT YARD FOR BOTTLES O ELEV. f6. 00 MOrNEs a EIEV. 75.97 MOTTLES O ELEV. 16.42 CORNER LOTS MAY BE REDUCED TO 25' TO ACCOMMODATE PARKING WATER STANDING O ELEY. NAVE OBSERVED WATER TER STANO'NC O ELEV. NONE Q95ERVED WATER 57AN5WAG O REY A'pNE OIOSERVF37 IN THE REM OR SIDE OF THE SUILONG. 1F THE CORNER LOT HAS A MEETING O ELEY. ANA'JE f' i Vff E'D CURVED RADIUS ALONG THE FRONTAGE ON A PUBLIC WAY, THE FRONT NEFPfAfG O E2EV, HOVE Op�RVEp NEEPNG O REV. NONE DBSERVFD EST. Rani rYrIXIM EST, F:ICYf CF"f5 EST. NKfr IyCIXMO GREnORY A. 'dC7, S£ YARD STTIACK MAY BE RETAICEO TO 2tl' AT THE CORNER 'ONLY. WATER O EZEV. f6.O0 WATER O EL£1/. ND WATER O ET.EV. !A4? UEMOLITION NOTES 1, ALL DEMOLITION WORK SHALL BC PERFORMED IN .ACCORDANCE W17H STATE AND LOCAL REGULATIONS. 2. SECURE REQUIRED DEMOLITION PERMITS, 3. ARRANGE WITH OWNER AND/OR APPROPRIATE UTILITIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION OPERATION. 4. RELOCATE ALL EXISTING ACTIVE GAS. WATER, VENTILATION, DRAIN, C UCTRC AND OTHER UTILITY LINES AS REQUIRED FOR NEW CONSTRUCTION. 5. TAKE SPECIAL CARE TO CONTROL DUST AND NOISE 10 AVOID DISTURBING NEARLY PERSONS OR PROPERTY. & GENERAL CONTRACTOR, DEMO CONTRACTOR RESPONSIBLE FOR REMOVAL OF ALL ABOVE GRADE AND BELOW GRADE BUILDING MATERIALS, PIPES, CONDUITS, STUMPS AND DEBRIS FROM SITE AND DISPOSED OF PER REGULATXXN REQUIREMENTS AND CONTRACT, 7. DEMO CONTRACTOR YO INCUR ALL COST RELATING TO EXISTING CURB CUT, SIDEWALK, PROTECTED AREAS. DAMAGE IF REPLACEMENT IS REQUIRED. S. AMPLE EQUIPMENT & MANPOWER ON SITE TO COMPLETE TASK N TIME AGREED. 9. PROVIDE RODENT CONTROL PER HEALTH DEPARTMENT. - - I LOCUS MAP NOTTOSCALE SITE DATA ' ADDRESS: 1272. 1276 & 1282 ROUTE 28. YARMOUTH, MA 70NING DISTRICT: (B-2) BUStNESS-2 DISTRICT & (HMOD-1) HOTEL/MOTEL OVERLAY DISTRICT 1 1282 ROUTE 28 = 16,117 S.F. 1276 ROUTE 28 = 21,780 S.F. 1272 ROUTE 28 = 11,536 S.F. TOTAL AREA: 49.833 S.F. 1.14 ACRES OWNER ON RECORD: JAY IMAD, TR. USE: RESIDENTIAL BUILDINGS AND GASOLINE FILLING STATION DUST CONTROL 1. WIND-OORNE DUST FROM EXPOSED SOIL SURFACES DURING LAND aISTURBING/CONSTRUCTION ACTIVITIES SHALL BE CONTROLLED WITH FREQUENT WATER IRRIGATION APPUCA71ONS AND/OR CALCIUM CHLORIDE, CALCIUM CHLORIDE SHALL BE APPLIED WITH A LiCOF LAICAL SPREADER IN STRICT ACCORDANCE WITH THE SUPPLIER'S SPECOED RATES. 2. INSTALL CATCH BASIN SILT SACKS IN EXISTING CATCH BASINS ON ROUTE 28 DOWN STREAM FROM PROJECT AREA PRIOR TO UEMOUTION/CONSTRUCTION. SEQUENCE OF CONSTRUCTION & S01L EXCAVATION F FANAQLUU T PROCEDURES. 1. INSTALL SOCK BALES AND SILT FENCE AROUND EXISTING STORMDRAIN STRUCTURES AND WITHIN THE UMT OF CONSTRUCTION AS SHOWN ON DEMOLITION AND SITE PLANS. 2. EXCAVATE FOR NEW BUILDING FOUNDATION, PUMPS AND CANOPY STRUCTURES. UNDER SUPERVISION OF THE PROJECT LICENSED SITE PROFESSIONAL (LSP) AND OR ITS DESIGNATED QUALIFIED REPRESENTATIVE. 3, ANY VISUALLY CONTAMINATED SOIL SHOULD BE REMOVED FROM EXCAYAPON AND TEMPORARILY STORED OR DIRECTLY TRANSPORTED OFF -SITE TO AN APPROVED LOCATION. 4. EXCAVATED SOILS SHALL BE MANAGED N ACCORDAHCE WITH ALL OF THE APPLICABLE MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES AND REGULATIONS. 5. ALL OFF -SITE SHIPMENT OF CONTAMINATED SOILS SFVLL BE ACCOMPANIED BY A BILL OF LADING. 6. A "LOAD -AND -GO' APPROACH FOR SOIL REMOVAL SHOULD BE EMPLOYED. IF NECESSARY, CONTAMINATED OR POTENTIALLY CONTAMINATED SOIL SMALL BE STORED ON AND SECURELY COVERED WITH ADEQUATE PLASTIC SHEETING IN AN AREA LOCATED GREATER THAN 50 FEET FROM ANY wETLAN❑ RESOURCE AREA OR DRAINAGE INLET. 7. THERE SHALL BE NO DISCHARGE OF DEINATERED GROUNDWATER TO WETLAND RESOURCE AREAS EITHER BY DIRECT OR INDIRECT DISCHARGE TO WETLAND RLSDJRCE AREAS OR EXISTING DRAINAGE SYSTEMS. NOTICE OF DEWATERING ACTMTIES MUST BE GNEN TO THE COMMISSION AND/OR THEIR AGENT WITHIN 46 HOURS. REMOVAL AND DISPOSAL OF: ABOVE GRADE BELOW GRADE STABI J9E RESPECTIVE AREA OF SITE BUILDINGS/CANOPY SLAB/{ROSY WALL/FOOTINGS BEFORE BACK FTLUNG OF HOLES ALL DEBRIS TO BE REMOVED FOR RECONSTRUCTION LIGHTS/SIGN BASES MAT, PIPING AND ELECTRICAL CONDUIT ERBACK OF HOLES ALL BEFOREBACK REMOVED RECONSTRUCTION To BEI.D. SIGN FOOTING BEFORE BACK RULING OF HOLES ALL DEBRIS TO BE REMOVED FOR RECONSTRUCTION GENERAL DEBRIS DISTURB ONLY MINIMAL. AMOUNT CONTRACTOR SHALL BE RESPONSIBLE FOR OVERVIEW ACTION & CONSULTATION RUSOIL DiSTURBANCE\SORTING AND OF AREA TO COMPLETE TASK RELATED PERMITS, REPORTS. C.... H E...... RI . GRL,u �r-=- r.-=--- i.•OHRL1LiIN6 PROFeeB1ONAL ENnINEEN9 112 STAT& ROAD (ROUTE 6), Na DARTMOUTN, MA 02747 TNL:{SWy 65&SDR6 FAY{sA9J &SB.SOAI as.,-,rl�sa"eg.o"PcoIR PROJECT: PROPOSED GASOLINE FILLING STATION WITH ASSOCIATED CONVENIENCE STORE & DRIVE TDRU AND A 4 UNIT RESIDENTIAL BUILDING AT 1272, 1276 & 1282 ROUTE 28 SOUTH YARMOUTII, MA PREPARED FOR: EKATERINA & FAMILY,I_LC 1282 ROUTE 28 SOUTH YARMOT FAH, MA OF HMMr,L CIcNE No.3BTm Redsiom Project Number:20-586 Scale: AS SHOWN Desigued W: CN1S 1),a By: CNIS j Checked 135•: HC DEMOLPIION AND EROSION & SEDIMENT CONTROL PLAN I sN L N=bef: 2 Or EROSION & SEDIMENT CONTROL NOTES "`-V1•POST CONSTRUCTION SEQUENCE w°oDVHELASHC BR17 r ' 1. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SEE FORM IN THE MOST CURRENT STATE SEDIMENT AND EROSION STAPLED THROUGH FABRIC CONTROL MANUAL. THE FOLWIMNG COHSTRI1CITOt1 SEQUENCE is RECpMMENpED: iO Posr FA1Rx; W W ' ' c.Anu,I..N EHIAIN £ERIND „Roue. rT: I. THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION MILL BE LEFT N AN UNTREATED OR LNVEGETATED CONI FOR A MINIMUM ® Y momom TIME. AREAS SHOAL Be PERMANENTLY STABILIZED BDISTURW1M1lHC1EN 14 DAYS OF ANAL GRADING AND TEHPORAAILY STABILIZER WITHIN 30 B4Y5 OF -INSTALLATION OF STABILIZED CONSTRUCTION E71R AS SHOWN) IWNffiAL DIST PRIOR TO A1MTHE L IF THESTORN (7h'IS WOUTA IN[LTOUDE FEET AND. aR POND. THE AREA S4UL. BE STABIUZEO ( MAILOFFPSTAr ACAUr T ---.--.FLOAT —aOVv -INSTALLATION OF EROSION CONTROL BARRIER (STRAW WATTLES {PRE-A5591fiED PRCR TPWyTALLP110N1 OVFAAP F�fK DO+NIa.ILTINM ❑NDFEBDIDHAL EHOINFf we 3- SEDIMENT BARRIERS SILT FENCE, STRAW BARRIERS, Er SHOULD BE INSTALLED PRIOR TO ANY SOIL OISTURBAMX OF THE AND SILT FENCE) (AS SHWNR HPN wLw COHTRBUTNG D AREA ATONE THETA. MULCH N NG SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER POSE THAN 15x AFTER OCTOBER 1ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN as. -DETLOLITON OF IX6TNG SITE STRUCTURES (SEE SHEET /2) POST 112 DATBROAD (ROUIHEJ, 4. INSTALL SILTATION 6aRPoER AT TOE OF SLOPE TO FLIER SILT FROM LtUNOFF, SEE SILTATION BuiRIER DETAILS FOR PROPER-OEMOUTN)N OF ExSTNG SITE PAVEMENT AN9 NAEHIRES — SLIT AFC PREINIEa ;;;4v v+000 AXE Na DARTMOu3H,MAG2'M7 INSTALLATION. SILTATION BAIiIUER WILL REMAFR N PLACE PER HOSE 5, (SEE SHEET j2) LTER POD SILTFFSICEFAE311C GL4T [3,-XE1 FAaRIC 113:(30HI85E-BOLO FAX:(508)85B-SOLI 5. ALL EROSION COFRROL STRUCTRRES WILL BF INSPECTED, REPLACED AFwIDR RFPARW EVERY 7 DAYS AND IMMEDIATELY FOLLOWING -CLEARING AID GRUBBING FILTER FABRICANY SIGNIFIrINT RAINFALL OR SNOW MELT DR WHEN NO LONGER SQMCEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSURE. A BACNF A SEDIMENT DEPOSITS SHOULD BE REMOVER ATER EACH STORM EVENT. THEY MUST BE REMOVER WHEN DEPOSITS REACH-EWTHWORK AND EXCAVATION/PLUNG AS NECESSARY APPROXIMATELY ONE HALF THE HEICST OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAHTNNm BI BACPTILL SrANE VNTHIN 20F ENDS PROIECI:THE CONTRACTOR UNTIL AREAS VPSLOPE ARE STABILIZED BY TURF.-CONSIRVCTION Of UTILIRES8- NO $TAPES, EfMFR PEIRMANENT OR IEMPOf+MY, SHALL BE STEEPER THNR TWO TO ONE (ICI). sU-STABILIZE PERMANENt LAWN AREAS AID SLOPES WITH zn DPC slASAce PI20POSEDGASOI-.INE1'll_.I:iNG, - i 7, IF ANAL SEEDING OF THE DISTUR6ED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST USE TEMPORARY MULCH 'cN''"1°^"' xurlw. (DOTdWiT SEEDING MAY BE ATTEMP7YD AS WELL) TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING-INST.UA710N OF INLET PROTECTION ON ON 1RLRIES � y E•Mar U � IJ ==' LPP ••'T •-7i,$. TREN SlAlIL11V WL1ri AS5tx-IFLIVIJ CONVENIENCE STORE & DRIVE, FERwo. (AS SHOWN) aacNElu TfIRTJ AND A 4 UNIT N.MW �,VCE B. TEMPORARY SEFONC OF DISTURBED AREAS TENT NAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING MOST TO PROTECT FROM SPRING RUNOFF PROBLEMS.-CONSTRLICTION OF BUILDINGS NATIVE SOIL :_ RESIDENTIAL BUIl.DTNG AT TOE -ON METHODS PERSPECTIVE OF FENCE GG1L & 1282 ROUTE 28 9, DURING THE CONSTRUCTION PHASE. INTERCEPTED SEDIMENT WILL BE RETURNED TO THE SITE AND REGRADED ONTO OPEN AREAS.-CONSTRUCHON OF ALL CURBING AND LANDSCAPE SLANGS AS 127Z 1276 --- EDITOTHERIWSC �N FA_B IZE1 WILL D, AN EFGIWED, SMOOTHED PREPARED FORFINALSEEDING AS FOLLOWS,' — - TYPICAL PICAL SILTATION FENCE DETAIL L4 WE 591�'--' -SPREAD TOPSOIL ON SLOPED AREA-, AND SEED AND MULCH - Ins SIX INCHES OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED 70 A UNIFORM SURFACE. TYPICAL STAKING PATTERN -ANAL GRADING OF ALL SLOPED AREAS NOT TO SCALE 11 `7T PREPARED FOR: APPLY LIMESTONE ANITDDTICCFA�QRTLfZER ACCORDING TO SOIL TEST. IF SOIL 7ESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR ING TYPICAL SILT SOCK WITH WIOROR IEOICINALEkT .APPTLYZGROUND BINfS �IEE EOUNIT � TO 501E CALCIUM PLUS M°RM,T16U OXIDE)4 US PER 1A40A RATE of COMPLETED. -PLACE 6" TOPSOIL ON SLOPES AFTER FINAL FERTILIZE. SEED' AND MULCH SEEDDMIXTURE 3 TONS PER ACRE (138 LU PFRI,O00 SF). ( "ATERINA & FAMILY,LLC TO BE INSTALLED REWIRED. SILT FENCING FOR EROSION CONTROL 1282 ROUTE 28 FOLLOWING SEED 8ED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A WMXRIRE OF 479 CREEPING RED FESCUE, -PAVE PARKING LOT NDT TO SCALE 7x REDTOP, AND 48x TALL FESCUE. THE LAWN AREAS WILL BE SEEDED TO A PRFMNM TURF MIXTURE OF 4411 KENTUCKY $OLTTHYARMOUTH,MA BLUE -GRASS, 449 CREEPING RED FESCUE, AND 12X PERENNIAL RrEWA55: SEEDING RATE S 1.03 LBS PER 1.000 SF LAWN QUALITY -LANDSCAPING PER LANDSCAPING PLAN - SOD MAY BE SUBSTITUTED FOR SEED. ---' STRAW MULCH AT THE RATE OF 70-90 LB9 PER 1.000 SF. A HYDRO -APPLICATION OF WOOD OR PAPER FIBER SHALL BE APPLIED -REMOVE EROSIOk CONTROLS AS DISTURBED AREAS BECOME FOLLOWING SEEDNG. A SUITABLE BINDER SUCH AS CUMSOL OR ONO PLUS WILL BE USED ON STRAW MULCH FOR VIAND CONTRO(I- STABILIZED TO lax STARLIZATION OR GREATER, INIFT CRATE 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS STABILIZED. LOCP3 SIZED FOR 1' LOCADON N RA LORD SF) RERAR FTR TER PROTECT AREA STRAW WOUNDS WINDY AREA SHREDDED OR CHOPaE0 CORN91IMM275 POUNDS STRAW ANCHORED • 10G POUNDS MODERATE TO HIGH JUTE MCSH OR EXCELSIOR IAkT AS REQUIRED VELOCITY OR STEEP GREATER THAN 30 GREATER MAN 3:1(IIFFER TO GEOTECHNICAL REPORT FOR FINAL DESKx4 PEOUIREMENT) • A HYDRO-APPLICATKIN OF WOOD, Oft PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE BINDER SUCH AS CURASOL OR RUB PLUS I'LL BE USED ON &0. MULCH(( FOR .11DD CONT)R��OL ( 7 C PEG AND CHEMICAL I{l5 PER UNERjSP EYCDIFI{yy�nA;NUSE OFEA SERRATEDESTRAIGE4i OSKREDMETTIWNR�O FOR�9W-l. EARFIS ANC ROp/ACRE]. DITCHES MAY BE PERMITTED. EROSION CONTROL NOTES DURING TER CONSTRUCTION u L 8MiEVNIET U91NG RATE FGR HANDS' FINISH OGFULE EE :E LIFTING LGCPST9 (YR C4ERFLONNOLEs UN OU I RING SV GEOIFXIILE DIG OF IA- W2GHTLY COL NrLWI ROPE IXF'.. IGN NW1M A %siRMNT C14pUB.W LOOPS SIZED FOR ( 0 g CmL RFaAR USEREBARFCR Ne.387M 4 NIWDLE TOBAPTY 2'%2 XY4'RUDBCR 4 FlLTL ACKATA RLGCK f11'Pi `f,I�LYSIE'° SEUMFNT CP.LEuUo" i5 1A- RRGHRY COLOFXD �L9 ON% LOCATION NYLON ROPE EXPANSION / A RFSTRNNT N/'�/.IL WINIREMOVE TRM'PEC SEOIMFNTNHEN aNIUNTI.Y COLORED L]I-VON RIII WCANNOLOWERRESFEN 1, WINTER CONSTRUCTION PMOO: NOVEMBER 1 THROUGH APRIL 15. 2OEPlkMLE SHALL BEA VIOLA" PDL•RRCP+LENE CTNATMFFTS GR FFCEEi6 REQlIREIIENfy IN THE SPECIFICARd& TA&E 2. WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT NO MORE THAN I ACRE OF THE SITE IS YBIHOUT STAgWZATIDN AT 3 PLACE AN OIL ALSOF>BBR PAC OR PLLOImV R9NlFT GRATE MM � \ ANY ONE TIME. OLSPIusPRFA Ca+cEla,' 41NSPECTPERF&GUTATOHY F>EWINEMLi{IS } ` \ 3, FXPOSED AREA SHOULD BE LIMITED TO THAT CAN BE MULCHED IN ONE DAY PRIOR TO A14Y SNOW EVENT. S TX WV.w.OFTHFFLTERSAKSHALLMATOITHEINSIDE wD`1 \` OF THE CRATED WIETDOM d 4, ODNTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BTNLI]EPIN.V.aF THFHLTBR SAPL SNAaIr RG eGTvca I91NCHEs BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS LISTED AND ae INC}I3 IN [TEN 2 ABOVE. MD MOFTHEGGFAAATFETH]IN�B� AIL MATCH THEIHsce �CTI W vice�+ �s7..LTRc A�e:. PTRGFILE VIEW LF IwTaLLLO 5. AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MLLCHED WHH STRAW OR PETER 5AL1< aim. AT A PATE OF 100 LB. PER 1,000 50UARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED AND ADEQUATELY ODNDTUSENaavEDar�AswEREPa+aNG CATCH BASIN SILT SACK DETAIL ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. NARY CAUSETRAFFICIVSAFA35 (Sine Dale: nevi v W F 8. BETWEEN THE DATES OF ES SHALL SS AND APRIL HST, D F1 OR SEED WILL NOT BE REQUIRED. DURING PERIODS OF ABOVE FREEZING TC DE usED IH CwsnNG RrNRFOF vnY NOT TO SCALE TEMPERATURES THE SLOPES SWELL AT FINE DRAPED AND ETHER PROTECTED WITH MULCH DR TEMPORARILY SEEDED AND MULCHED \•. Dale DescriytioO UNTIL SUCH TIME AS THE FINAL TREATMENT CAN BE APPLIED. IF THE DATE IS AVER NOVEMBERPATE 1ST AND IF THE EXPOSED AREA HAS BEEN FOAMED, ANAL GRADED AND H SMOOTH. THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF R. L EXPO HIGHEST THAN SPECIFIED FOR PERMANENT SEED AND BE THEN MULCHED. D HE S SURFACE N CONTINUES DURING FREEZING WEATHER, ALL EXPOSED AREAS SF BE MULCH. CONTINUOUSLY GRADED NOT BE FREEZING POS THE SURFACE TEMPORARILY PROTECTED FROM EROSION BY THE APPLICATION OF MULCH. SLOPES SHALL NOT BE LEFT UNEXPOSED OVER THE WINTER OR ANY OTHER EXTENDED TIME OF WORK SUSPENSION UNLESS 3' MOH. TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHES M BE FINISHED WITH THE PERMANENT - - SURFACE TREATMENT. EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF BALES OF Intro. OR STONE CHECK DA14S IN - - ACCORDANCE WITH THE STANDARD DETAILS. 7. MULCHING REQUIREMENTS: t3 MAXIMUM SLOPE -\ 3" MIN. BEYWEEN THE DATES OF NOVEMBER 1S7 AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY OTHER PEG LINE, MULCH NETTING OR Pnjea Number: 20-586 WOOD CELLULOSE FIBER. _ SECnON A A —[`- MULCH NERING SHALL BE USED TO ANCHOR MULCH 1N ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPE EXPOSED - zt SI:ImIe: AS SHOWN TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN BO. - _ MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15% AFTER OCTODEFt 1ST THE SAME 3 53, MN. Des4aed By: CMS APPLIES FOR ALL SLOPES GREATER THAN 8O. g A _ prawn F�,: CMS Checked By; HC 8, AFTER NOVEMBER 1ST THE CONTRACTOR SHALL APPLY DORMANT SEEDING OR MULCH AND ANCHORING ON ALL BARE EARTH AT THE END Sheet Tide: OF EACH WORKING DAY. �5 9. DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TO - PLACEMENT. 2 c� 10. STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERER AT ALL TIMES TO MINIMIZE ANY - - i� # EROSION CONTROL DUST PROBLEMS THAT MAY OCCUR WEIR ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSION RUNOFF. �� 1' � -1. � - � 0 DETAILS & NOTES 11. EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED. SUBSURFACE INFILTRATION CHAMBERS NOTES CONSTRUCT SILT FENCE AND STRAW WATTLES AROUND PERIMETER OF STOCKPILE I DURING CONSTRUCTION OPERATING THE SUBSURFACE INFILTRATION CHAMBERS SHOULD NOT RECEIVE ANY FLAW UNTIL UPSTREAM AREAS ARE `A PLAN �V it - COMPLETELY STABIu2ED. THE SUBSURFACE INFILTRATION CHAMBERS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EVERY RAIN EVENT. AND SHALL BE MONTORED FOR ANY PONDING AND ACCUMULATION OF SEDIMENT. IMMEDIATELY CLEAN THL SUBSURFACE INFILTRATION TYPICAL STOCKPILE DETAIL TYPICAL GRAVEL CHAMBERS IF SIX INCHES OR MORE OF SEDIMENT HAS BEEN ACCUMULATED WITHIN ANY CHAMBER BY USE OF VAC -TRUCK. AFTER CONS'TRUCRON AND THE SITE HAS BEEN STABI]ZED THE SUBSURFACE INFILTRATION CHAMBERS MUST BE INSPECTED ANNUALLY AND NOT TO SCALE TRACKING PAD DETAIL AFTER EVERY RAN EVENT OF TWO INCHES OR MORE, THE CHAMBERS MUST BE INSPECTED FOR PONDING AND ACCUMULATION OF SEDIMENT. THE CHAMBERS ARE TO BE CLEARED ON AN ANNUAL BASIS BY THE USE OF A VAC -TRUCK. IMMEDIATELY CLEAN THE SUBSURFACE N07 TO SCALE IBFILTRATION CHAMBERS IF SIX INCHES OR MORE OF SEDIMENT HAS ACCUMULATED WARN ANY CHAMBER BY USE OF VAC-TRUCK- SheetNumber; 3 OF 17 LOry O IE FLAY GEOTI PROTECT AREA STRAW WOUNDS WINDY AREA SHREDDED OR CHOPaE0 CORN91IMM275 POUNDS STRAW ANCHORED • 10G POUNDS MODERATE TO HIGH JUTE MCSH OR EXCELSIOR IAkT AS REQUIRED VELOCITY OR STEEP GREATER THAN 30 GREATER MAN 3:1(IIFFER TO GEOTECHNICAL REPORT FOR FINAL DESKx4 PEOUIREMENT) • A HYDRO-APPLICATKIN OF WOOD, Oft PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE BINDER SUCH AS CURASOL OR RUB PLUS I'LL BE USED ON &0. MULCH(( FOR .11DD CONT)R��OL ( 7 C PEG AND CHEMICAL I{l5 PER UNERjSP EYCDIFI{yy�nA;NUSE OFEA SERRATEDESTRAIGE4i OSKREDMETTIWNR�O FOR�9W-l. EARFIS ANC ROp/ACRE]. DITCHES MAY BE PERMITTED. EROSION CONTROL NOTES DURING TER CONSTRUCTION u L 8MiEVNIET U91NG RATE FGR HANDS' FINISH OGFULE EE :E LIFTING LGCPST9 (YR C4ERFLONNOLEs UN OU I RING SV GEOIFXIILE DIG OF IA- W2GHTLY COL NrLWI ROPE IXF'.. IGN NW1M A %siRMNT C14pUB.W LOOPS SIZED FOR ( 0 g CmL RFaAR USEREBARFCR Ne.387M 4 NIWDLE TOBAPTY 2'%2 XY4'RUDBCR 4 FlLTL ACKATA RLGCK f11'Pi `f,I�LYSIE'° SEUMFNT CP.LEuUo" i5 1A- RRGHRY COLOFXD �L9 ON% LOCATION NYLON ROPE EXPANSION / A RFSTRNNT N/'�/.IL WINIREMOVE TRM'PEC SEOIMFNTNHEN aNIUNTI.Y COLORED L]I-VON RIII WCANNOLOWERRESFEN 1, WINTER CONSTRUCTION PMOO: NOVEMBER 1 THROUGH APRIL 15. 2OEPlkMLE SHALL BEA VIOLA" PDL•RRCP+LENE CTNATMFFTS GR FFCEEi6 REQlIREIIENfy IN THE SPECIFICARd& TA&E 2. WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT NO MORE THAN I ACRE OF THE SITE IS YBIHOUT STAgWZATIDN AT 3 PLACE AN OIL ALSOF>BBR PAC OR PLLOImV R9NlFT GRATE MM � \ ANY ONE TIME. OLSPIusPRFA Ca+cEla,' 41NSPECTPERF&GUTATOHY F>EWINEMLi{IS } ` \ 3, FXPOSED AREA SHOULD BE LIMITED TO THAT CAN BE MULCHED IN ONE DAY PRIOR TO A14Y SNOW EVENT. S TX WV.w.OFTHFFLTERSAKSHALLMATOITHEINSIDE wD`1 \` OF THE CRATED WIETDOM d 4, ODNTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BTNLI]EPIN.V.aF THFHLTBR SAPL SNAaIr RG eGTvca I91NCHEs BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS LISTED AND ae INC}I3 IN [TEN 2 ABOVE. MD MOFTHEGGFAAATFETH]IN�B� AIL MATCH THEIHsce �CTI W vice�+ �s7..LTRc A�e:. PTRGFILE VIEW LF IwTaLLLO 5. AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MLLCHED WHH STRAW OR PETER 5AL1< aim. AT A PATE OF 100 LB. PER 1,000 50UARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED AND ADEQUATELY ODNDTUSENaavEDar�AswEREPa+aNG CATCH BASIN SILT SACK DETAIL ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. NARY CAUSETRAFFICIVSAFA35 (Sine Dale: nevi v W F 8. BETWEEN THE DATES OF ES SHALL SS AND APRIL HST, D F1 OR SEED WILL NOT BE REQUIRED. DURING PERIODS OF ABOVE FREEZING TC DE usED IH CwsnNG RrNRFOF vnY NOT TO SCALE TEMPERATURES THE SLOPES SWELL AT FINE DRAPED AND ETHER PROTECTED WITH MULCH DR TEMPORARILY SEEDED AND MULCHED \•. Dale DescriytioO UNTIL SUCH TIME AS THE FINAL TREATMENT CAN BE APPLIED. IF THE DATE IS AVER NOVEMBERPATE 1ST AND IF THE EXPOSED AREA HAS BEEN FOAMED, ANAL GRADED AND H SMOOTH. THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF R. L EXPO HIGHEST THAN SPECIFIED FOR PERMANENT SEED AND BE THEN MULCHED. D HE S SURFACE N CONTINUES DURING FREEZING WEATHER, ALL EXPOSED AREAS SF BE MULCH. CONTINUOUSLY GRADED NOT BE FREEZING POS THE SURFACE TEMPORARILY PROTECTED FROM EROSION BY THE APPLICATION OF MULCH. SLOPES SHALL NOT BE LEFT UNEXPOSED OVER THE WINTER OR ANY OTHER EXTENDED TIME OF WORK SUSPENSION UNLESS 3' MOH. TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHES M BE FINISHED WITH THE PERMANENT - - SURFACE TREATMENT. EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF BALES OF Intro. OR STONE CHECK DA14S IN - - ACCORDANCE WITH THE STANDARD DETAILS. 7. MULCHING REQUIREMENTS: t3 MAXIMUM SLOPE -\ 3" MIN. BEYWEEN THE DATES OF NOVEMBER 1S7 AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY OTHER PEG LINE, MULCH NETTING OR Pnjea Number: 20-586 WOOD CELLULOSE FIBER. _ SECnON A A —[`- MULCH NERING SHALL BE USED TO ANCHOR MULCH 1N ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPE EXPOSED - zt SI:ImIe: AS SHOWN TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN BO. - _ MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15% AFTER OCTODEFt 1ST THE SAME 3 53, MN. Des4aed By: CMS APPLIES FOR ALL SLOPES GREATER THAN 8O. g A _ prawn F�,: CMS Checked By; HC 8, AFTER NOVEMBER 1ST THE CONTRACTOR SHALL APPLY DORMANT SEEDING OR MULCH AND ANCHORING ON ALL BARE EARTH AT THE END Sheet Tide: OF EACH WORKING DAY. �5 9. DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TO - PLACEMENT. 2 c� 10. STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERER AT ALL TIMES TO MINIMIZE ANY - - i� # EROSION CONTROL DUST PROBLEMS THAT MAY OCCUR WEIR ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSION RUNOFF. �� 1' � -1. � - � 0 DETAILS & NOTES 11. EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED. SUBSURFACE INFILTRATION CHAMBERS NOTES CONSTRUCT SILT FENCE AND STRAW WATTLES AROUND PERIMETER OF STOCKPILE I DURING CONSTRUCTION OPERATING THE SUBSURFACE INFILTRATION CHAMBERS SHOULD NOT RECEIVE ANY FLAW UNTIL UPSTREAM AREAS ARE `A PLAN �V it - COMPLETELY STABIu2ED. THE SUBSURFACE INFILTRATION CHAMBERS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EVERY RAIN EVENT. AND SHALL BE MONTORED FOR ANY PONDING AND ACCUMULATION OF SEDIMENT. IMMEDIATELY CLEAN THL SUBSURFACE INFILTRATION TYPICAL STOCKPILE DETAIL TYPICAL GRAVEL CHAMBERS IF SIX INCHES OR MORE OF SEDIMENT HAS BEEN ACCUMULATED WITHIN ANY CHAMBER BY USE OF VAC -TRUCK. AFTER CONS'TRUCRON AND THE SITE HAS BEEN STABI]ZED THE SUBSURFACE INFILTRATION CHAMBERS MUST BE INSPECTED ANNUALLY AND NOT TO SCALE TRACKING PAD DETAIL AFTER EVERY RAN EVENT OF TWO INCHES OR MORE, THE CHAMBERS MUST BE INSPECTED FOR PONDING AND ACCUMULATION OF SEDIMENT. THE CHAMBERS ARE TO BE CLEARED ON AN ANNUAL BASIS BY THE USE OF A VAC -TRUCK. IMMEDIATELY CLEAN THE SUBSURFACE N07 TO SCALE IBFILTRATION CHAMBERS IF SIX INCHES OR MORE OF SEDIMENT HAS ACCUMULATED WARN ANY CHAMBER BY USE OF VAC-TRUCK- SheetNumber; 3 OF 17 LOry O IE FLAY GEOTI FILE FAePIC 6P LION TAPE£ I PROPERDEs FERT'r T TEST METXOD m4T5 LNITS GF/JRTEN5ILE STRENGTH A5W 6IW MOTS OTAB TENSILE ELd1GATIXJ ASTM DIIQl 2D% PUNCTURE ASTM D4M 120LB5 MUILFN f TRAPEZGIDTFAR A.S-IM EL3M ASTM D45M M P51 12EL95 W RFSISTAICE ASTM 043% BE % A Aaw GPENING 9ZF FwG TE ASTW D4T51 ASTM D44Ii 40US SEP+E 4E GaLMIW50R pETbAITTVItt ASTM D4491 0555EC-I MODFRME TO XIGN FLOW GEOiFx 711E EATING SPFGFIGADON iAilE F4aDPLTmEs IEOTMET uNITs GRAR TENSILE s1FENDTN AaiM RA63i ]E5lBS GRAB TENALE ELCHGATIGII ASTH D-143i NCTVRE ASTM d. 135 1351B5 Y U LLFN oTE TRAPEZOIDTFAR ASTA163T9N EI, ASrAI D4535 4]EP51 45% UVRE5I,IT ASTM D4355 All APPPR*16[ .NWO SfZE ASTM 04U) 2DU 29USSIEI' KRU_E� PERMITTIVITY ASTM w D4491 ASTM D4491 Issm2maAjAAIN50 ET 155GC-I (m.421) -GRANITE CURB 47 1225� 4.6 8.8T SAT 10,42' 1(I2s 8.77, .17' i A3 Cor 2. 1706' 2OA7' 3726 14.82' 4.53' 31.80, 406' AR(MIMf In ffW 1 TL. TYPICAL FUEL TRUCK DETAIL NOT TO SCALE SITE DATA : ADDRESS: 1272, 1276 & 1282 ROUTE 28. YARMOUTH. MA ZONING DISTRICT: (8-2) BUSINESS-2 DISTRICT & (HMOD-1) HOTEL/MOTEL OVERLAY DISTRICT 1 1282 ROUTE 28 = 16,117 S.F. 1276 ROUTE 28 = 21,780 S.F. 1272 ROUTE 28 - 11,936 S.F. TOTAL AREA 49,833 S.F. 1.14 ACRES OWNER ON RECORD: JAY IMAD, TR. USE: MIXED -USE BUILDING WITH GASOLINE FILLING STATION AND DRIVE-THRU SIGNAGE TABLE PER YARMOUTH MA ZONING BYLAWS SIGN TYPE ('F)/SIZE ALLOWED PROPOSED FREESTANDING SIGNS (1)/24 SF i.D. SIGN (1)/24 SF ATTACHED WALL SIGNS (2)/2' HXI/3 WALL L04 M C-STORE LOGO (1) 2' x B' CO -BRAND LOGO (1) 2'x5'-6" CANOPY LOGO (1) V X 10' DINE THRU MENU SIGNS (1) / 116 SF MAX MENU BOARD 1 (1) 56 SF FITHE S: CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY AND JOB SAFETY ON THE THE CONSTRUCTION SMALL BE PERFORMED IN ACCORDANCE WITH "OSHA' AND THE MUNICIPAUlY CONSTRUCTION STANDARDS. L EXISINC UTILITIES WATER, CAMS, DRAINS. & ELECTRIC LINES SFW1 BE PROPERLY ECTED AND MAINTAINED WRING 7HE CONSTRUCTION PERIOD. PARKING DATA ASSEMBLY USE, (H-10) COFFEE SHOP (1) SPACE PER THREE (3) OCCUPANTS PER SECTION 301.5 TABLE OF PARKING DEMAND 1,200 S.F. BUILDING / 100 = 12 OCCUPANTS 12 OCCUPANTS / 3 4 SPACES MFRCANTILE USES (GROUP M): C-STORE (1) SPACE PER SEVEN (7) OCCUPANTS PER SECTION 301.5 TABLE OF PARKING DEMAND 2.690 S.F. BUILDING / 60 = 45 OCCUPANTS 45 OCCUPANTS/ 7 7 SPACES RESIDENW MULTFAMILY: APARTMENTS (1.5) SPACES PER UNIT 4 UNITS X 1.5 = 6 SPACES TOTAL PARKING REQUIRED: = 17 SPACES PARKING PROVIDED: = 21 SPACES NG 0 [LEGEND SYMBOL DESCRIPTION i EXIST. CONTOUR PROP. CONTOUR 1.23 EXISTING SPOT OWE ,24.25 PROPOSED SPOT GRADE ------`-'-- EASEMENT LINE --- PROPERTY UN£ 10-UP PROP. UTILITY POLE EXIST. LIGHT POLE [30 LP SINGLE PROP. LIGHT POLE E3ccIaLP DOUBLE PROP. LIGHT POLE F= EXIST. EDGE OF PAVEMENT EP PROP. FACE OF PAVEMENT ✓."� EXIST. VERTICAL. GRANITE CURB - PROP. VERICAL GRANITE CURB CC CONCRETE CURB PRDP. FENCE O PROP. PYLON SIGN 0 G EXIST. CATE f MA MA HIGHWAY BOUND ONUMBER OF PARKING SPACES 4aTP TEST PIT GCO GROUND CLEANOUT M _f. EXIST. CATCH BASIN ■ CB PROP. CATCH WN _ D:IST. ELECTRIC MANHOLE EMH PROP. ELECTRIC MANHOLE EXIST. SEWER MANHOLE SMH PROP. SEWER MANHOLE TMH PROP. ELECTRIC MANHOLE PROP. SNOW STORAGE AREA 1272 1274 & 1282 ROUTE A SOUTH YARMOUTM NIA ZONING ANALYSIS TABSE. (B-2) BUSINESS 2 & HMODI) Ei01'Ef !MOTEL OVERLAY DISTRICT I ZONING CRXrERLA REQUIRED EXISTING PROPOSED MIN. LOT AREA 0,000 S.F. 49,833 S.F. 49A33 S.F. MIN. FRONTAGE 25 H H25' 340 340 MIN. FRONT SETBACK 0 % 3.1' CANO 10 MIN. SIDE SETBACK 25.4 25 MIN. REAR SETBACK 20 6.8' 47.2 MAX. BUILDING COVERAGE 25X L 12.2% 15.91E IINGLUDING BOILDIN 70% (MAX.) 52.6% 63.3% MAX. BUILDING HElGFIT 35' 20'+ - 31.5' MAX. SHAPE FACTOR 1 22 1 23.4 23.4 K LOT WOTH SNAIL AT LEAST MEET THE MINIMUM FRONTAGE FOR A DEPTH OF ONE HUNDRED (100) FEET. L. TNF DEVELOPED FOOTPRINT OF IYPFTMOUS SURFACES (STRUCTURES. PAYLMEN1. ETC.) tMLUDINO ANY UNPAVED PARKNG AREAS, SNALL NOT EXCEED 70X OF THE TOTAL FOOW4; OF ANY LOT. PERVIOUS PAYING SHALL BE COUNTED AS I4PLRVIOU5 W LOT IMPERVIOUS COVERAGE CALCULATIONS. X. OORER LOIS ARE CONSIDERED TO HAVE TWO FROM YARD SETBACKS AND TWO SIDE YARD SETISWAS. THE FRONT YARD 7TIR CORNER LOTS MAY BE REDUCED 10 25' TO ACCOWWOATE PARKING IN THE REAR OR SIDE OF THE BUILDING- IF THE CORNER LOT K45 A CURVED RADIUS ALONG THE FRONTAGE ON A PUIIUC WAY. LIFE FRONT YARD SMACK MAY BE REDUCED TO 20' AT THE CORNER ONLY. CMOpeAH ENYIHEENINp GRpYP. P.C. CYNeYLnnp PIttlPEBBIDNAL EN[1/NEERB H2 STA-M ROAD (ROUTE 6). N. DARTMOUTH. MA 02747 7BL(5M 858.5040 FAX(SM Bi-5041 wu ,hn.bshgroppmm PROJECT: PROPOSED GASOLINE FTLLING STATION WITH ASSOCIATED CONVENIENCE STORE & DRIVE THRU AND A 4 UNIT RESIDENTIAL BUILDING AT 127Z 1276 & 1292 ROUTE 28 SOUTH YARMOUTH, MA PRI•TARED FOR: EKATERINA & FAMILY LLC 1282 ROUTE 28 SOUTH YARMOUTH, MA OF MINA L CU1164H C is �( No.36736 �W ��f�/A� aN4L x4 j Plojea Numb .r; 20-585 Dp*,aed B7: CMS Dm%u By: CMS I Checked Jay: HC SITE LAYOUF & Ft TEL TRUCK ACCESS PIAN Shec(N=bu: 4 OF 17 WOI w-ALlyus BeaAf%A+FN<- 3ra 7 7 p/W'fYb BR_77a /rZEJ LP - 1 a W/i AAWYC acre✓R.v CL-- 9mY/Spa' p8yp!/Y'Jf p}�j M{e Nf4f12. f 21'(W)1 39•(1 ) SUBSURFACE INFILTRATION AREA j2 CHAMBERS)N(SEE DETAILS) INV. (N),-20.00 (ALL) CONNECT 9 BUILDINC ROOF DRAIN TO INFILTRATION 9,71.E SYSTEM 12- 5 4 r 1 1 } 1J - 1 UP J T ( •I 'I 1I TP-7 >• �' • ns�, 24.20 5'-12 HDPE '`--- -0.01 FT/FT PROPOSED C-STORE L BUILDING yjlH DRIIIE-THRU AREA_ F. - - - 1. - - - F.F. FaEY=24.5L) V-t2'HDPE , / / L./ / FT T-� N4WCr C Af — Go- DAS 9ooE/Yaga.'� 26112 1?9 fAm.•ry c21sr •, _Oh 2bc 1 i - -6 A.10 9 24.12.- I E3 B . w IB I SIIBSIRFACE D tYN`(MQK31'(Lj NFILTRATION AREA jl 1J1L_/1l./LG///-�° I (I6) STORMTECH SC-74Q 3 1 CHAMBERS (SEE DETAILS - 23.E L.Te.A9' INV. (N).=20.OD (ALL; R f STONMCEPTOIR 45R j1 RW-23.70 - - W(IN-08j1)-20.80 NK(OUT)=265D ___.__ VGCcy a=0.01 FT/FT �mNr-z. �y PROPOSED DEEP SUMP STDfdILEP CATCH BASIN j2 RIM=23• 0 BNTULBNWS BERM CONNECT 8' BUILDING ROOF DRAIN TO INFILTRATION SYSTEM RIM-23. 40 INY.(OUT)=20.50 E1V.(IN-CBJIj°20.46 NV,(OUT}-20.15 PROPOSED DEEP _ BITUMINOUS _ SUMP CATCH BASIN jl - - - - RIW23.60 (: _- --- --- - _"_ PROPOSED DMH III W/MANUAL INV.(Ol1T)a•20.80 -__ .-- - _. _. _-... EMERGENCY SHUT OFF VALVE RIM-23.75 I"=20' SCALE IN FEET 0 10 2D 40 w 1. INSTALL SOCK BALES AND SILT FENCE AROUND EXISHNG STORMDRAIN STRUCTURES AND WITHIN THE LIMB OF CONSTRUCTION AS SHOWN ON DEMOLITION AND SITE PLAINS. 2. EXCAVATE FOR MEW BUILDING FOUNDATION, PUMPS AND CANOPY STRUCTURES, UNDER SUPERWSION OF THE PROJECT LICENSED SITE PROFESSIONAL (LSP) AND OR ITS DESIGNATED QUALIFIED REPRESENTATIVE J. ANY VISUALLY CONTAMINATED SOIL SHOULD BE REMOVED FROM FXrA4ATION AND TEMPORARILY STORED OR DIRECTLY TRANSPORTED OFF -SITE TO AN APPROVED LOCATION. 4, EXCAVATED SOILS SHALL BE MANAGED IN ACCORDANCE WITH ALL OF THE APPLICABLE MASSACHUSETTS DEPARTMENT OF DMIIRONMENTAL PROT✓<CT10N RULES AND REGULATIONS- 5. ALL OFF -SITE SHIPMENT OF CONTAMINATED SOILS SHALL BE ACCOMPANIED BY A BILL OF LADING. 6. A 'LOAD -AND -GO' APPROACH FOR SOIL REMOVAL SHOULD BE EMPLOYED. IF NECESSARY, CONTAMINATED OR POTENTIALLY CONTAMINATED SOIL SHALL BE STORED ON AND SECURELY COVERED WITH ADEQUATE PLASTIC SHEETING IN AN AREA LOCATED GREATER THAN 50 FEET FROM ANY WETLAND RESOURCE AREA OR DRAINAGE INLET, 7. THERE SHALL BE NO DISCHARGE OF' DEWATERED GRIXINOVIATER TO WETLAND RESOURCE AREAS EITHER BY DIRECT OR INDIRECT DISCHARGE TO WETLAND RESOURCE AREAS OR EXISTING DRAINAGE SYSTEMS. NOTICE OF DEWATERING ACTIVITIES MUST BE GIVEN TO THE COMMISSION AND/OR THEIR AGENT WITHIN 48 HOURS. INV,(I N-STC/I)-20-10 }NV.(OUT)-MO5 5-127HDPE--/ 5=0,01 FT/FT s AI�>wo MraAE�°y..- n3a/1rNr 1Vyorfy a: An_f.H I -- w cav Airry, i �- 25,aaX 20. I D x 27.DOX PRECAST CONCRETE STEPS ---- / PROPOSED 2 ST 4 UNIT RE--WNTIA 7SA_ClKTiP. Ar4 BITUMINOUS VGC SERM -PROPOSED DEEP SUMP INSTALL SILCATCH BASIN j3 SACK TAP. e�•01 FT/FT RIM-23.80 S.NV-_xx RN.(OUT)-20.55 a�+u-, uAax xAr urlP ROUTE 28 STATE HIGHWAY (80'WIDF - 1 933 LAYO UT) ogAi,NAGE & MAINTENANCE SCHEDULE ONCE ACCEPTED AS -BUILT, THE OWNER SHALL PERFORM ROUTINE MAINTENANCE OF THE STORMWATER MANAIGEMENT SYSEDA. THE OWNER SHALL COORDINATE/SCHEDULE STORMCEPTOR TO BE CLEANED IN COMPLIANCE WITH ALL STATE, FEDERAL GUIDELINES AND REGULATIONS, ROUTINE SITE MAINTENANCE PARKING LOT MAINTENANCE IN THE FORM OF SWEEPING WITH HIGH EFFICIENCY VACUUM SWEEPER SHALL BE CONDUCTED ON A MONTHLY AVERAGE WITH SWEEPING SCHEDULED PRIMARILY IN SPRING AND FALL STEEPING PROVIDES IMPORTANT NON --POINT SOURCE POLLUTION CONTROL. WHEN PRACTICAL AND AS WLATHER PERMITS, ACCUMULATED SEDIMENTS SHOULD BE SWEPT AND REMOVED ON AN AS NEEDED BASIS DURING THE MONTHS OF JANUARY THROUGH MARCH, STOR�MLoF WILL BE INSPECTED N ACCORDANCE WITH THE MANUFACTURER REQUIREMENTS BUT NO LESS THAN TWICE A YEAR FOLLOWING INSTALLATION, AND NO LESS THAN ONCE A YEAR THEREAFTER. DRAINAGE MANH[x F!/CATCH BASINS ALL STRUCTURES WILL BE INSPECTED (4) FOUR TIMES PER YEAR. STRUCTURES PALL BE CLEANED TWICE A YEAR OR WHENEVER THE DEPTH OF DEPOSITS IS CREATER THAN OR EQUAL TO ONE HALF THE DEPTH FROM THE BOTTOM OF THE AVERT OF THE LOWEST PIPE IN THE STRUCTURE AND AT THE END OF THE FOLIAGE AND SHOW REMOVAL SEASONS- ALL STRUCTURES WILL BE CLEANED USING A VACUUM SWEEPER TRUCK TO REMOVE TRAPPED SEDIMENT AND WATER/01L FROM THE DEEP SUMPS. MATERIAL OR FLUID REMOVED DURING CLEAUANGS WILL BE DISPOSED IN ACCORDANCE WITH ALL FEDERAL, SPATE AND - UCCAL REGULATIONS. INFILTRATION SYSTEMS WILL BE AGGRESSIVELY MAINTAINED ON A REGULAR SCHEDULE- UNITS WILL BE INSPECTED EVERY SIX MONTHS. FOR THE FIRST YEAR OF INSTALLATION INFILTRATION UNITS SHALL BE CHECKED AND INSPECTED AFTER EVERY MANOR STORM EVEN (2 YEAR RETURN FREQUENCY)- INLET P€PES WILL BE CHECKED TO DETERMINE IF THEY ARE CLOGGED AND ACCUMULATED SEDIMENT, TRASH, DEBRIS• LEAVES AND VEGETATION WILL BE REMOVED. IF INFILTRATION SYSTEM FAJLS TO FULLY DEWATER WITHIN 72 HOURS OF A STORM EVEN, THEN THE RESPONSIBLE PARTY (FACIUI Y OWNER/OPERATOR) SHALL RETAIN A QUALIFIED PROFESSIONAL ENGINEER TO ASSESS THE CAUSE OF THE FAILURE OF THE SYSTEM AND DEVELOP RECOMMENDATIONS FOR CORRECTIVE ACTION. CORRECTIVE ACTION MUST BE IMPLEMENTED TO RESTORE SYSTEM FUNCTION. DURING CONSTRUCTION OF THE FACIUPf AND THE STORMWATER MANAGEMENT SYSTEM THE CONTRACTOR WILL BF RESPONSIBLE FOR ALL DAY TO DAY OPERATIONS AND WJNTETUJ4CE OF ALL STORMWATER CONTROL SYSTEMS. AFTER CONSTRUCTION IS COMPLETED, THE OWNER WILL TAKE OVER ALL MAINTENANCE REDUiREMEFIIS FOR THE STORMWATER CONTROL SYSTEM IN COMPLIANCE WITH THE OPERATION AND MAINTENANCE PLAN. CONNECT 8- CANOPY ROOF DRAIN TO INFILTRATION SYSTEM 0 - 21'(W)OAL) SUBSURFACE INFILTRATION AREA j3 _ (I6) STORNTECH SG740 CHAMBERS (SEE DETAILS) 'RECAST CONCRETE STEPS YA9YLYI1fl pn�R.•+r.a c2rs2 PROPOSED DMH j2 WTI EMERGENCY SHUT OFF VALVE RIM=24-50 1NV.(IN-STC j1)-2D.15 INV.(00T)-20LIO —PRECAST CONCRETE STEPS —STORMCEPTOR 460i j3 N LOCUS MAP ...__ NOTTOSCALE DUST C NTROL 1, WIND --BORNE DUST FROM EXPOSED SOIL SURFACES DURNG LAND DISTURBENG/CONSTRUCTION AC71VMES SHALL BE CONTROLLED WITH FREQUENT WATER IRRIGATION APPLICATIONS ANO/OR CALCIUM CHLORIDE. CALCUM CHLORIDE SHALL BE APPLIED WITH A MECHANICAL SPREADER IN STRICT ACCORDANCE WITH THE SUPPLIER'S SPECIFIED RATES. 2. INSTALL CATCH BASIN SILT SOCKS IN EXISTING CATCH BASINS ON ROUTE 28 DOWN STREAM FROM PROJECT AREA PRIOR TO DEMOLITION/CONSTRUCTION. scr.- Ivwr .>rrvc, PRECAST CONCRETE STEPS tr ._ _-_------------- -` 'yFa CONSTRUCTION SEQUENCE THE FOLLOWING CONSTRUCTION SEQUENCE IS RECOMMENDED: -INSTALLATION OF STABILIZED CONSTRUCTION DOT (AS SHOWN) -INSTXLATON OF EROSION CONTROL BARRIER (STRAW WATTLES AND SILT FENCE) (AS S70WN) -DEMOLITION OF Ex15nw SITE STRUCTURES (SEE SHEET j3) -UEXgLINON OF EXISTING SITE PAVEMENT AND AMENITIES (SEE SHEET 03) -CLEARING AND GRUBBING -EARTHWORK AND EXCAVATION/FILUNG AS NECESSARY CONSTRUCnoN OF UTILITIES -STABIu2E PERMANENT LAWN AREAS AND SLOPES WITH TEMPORARY SMNG -INSTALLATION OF INLET PROTECTION ON ON -SITE UTILITIES (AS SHOWN) -CONSTRUCTION OF BUILDAIGS -CONSTRUCTION OF ALL CURBING AND LANDSCAPE ISLANDS AS INDICATED ON THE PUNS SPREAD TOPSOIL ON SLOPED AREAS AND SLED AND MULCH -FINAL GRAUNG OF ALL SLOPED AREAS -PUCE 6- TOPSOIL ON SLOPES AMR FINAL GRADING COMPLETED. FERTILIZE, SEEP, AND MULCH SEED MIXTURE TO BE INSTALLED REOUIRED. -PAVE PARKING LOT -LANDSCAPING PER LANDSCAPING PLAN -REMOVE EROSION CONTROLS AS D1MRBED AREAS BECOME STABTUZED TO lox UABu2ATION OR GREATER LEGEND SYMBOL DESCRIPTION EXIST. CONTOUR __QD_ PROP- CONTOUR EXISTING SPOT GRADE ,Q4.25 PROPOSED SPOT GRADE EASEMENT LINE -- PROPERTY LINE A'UP PROP. UTILITY POLE =. EXIST, LIGHT POLE LDOLP SINGLE PROP, LIGHT POLE pap DLP DOUBLE PROP. LIGHT POLE EXIST. EDGE OF PAVEMENT EP PROP. EDGE OF PAVEMENT EXIST. VERTICAL GRANITE CURB VGC - PROP, VERTICAL GRANITE CURB CC CONCRETE CURB lzp� PROP. PYLON SIGN • .. EXIST. CATS ■ MA MA HIGHWAY BOUND © NUMBER OF PARXINO SPACES Q) TT' TEST PIT GOO GROUND CLEANOUT -- -.-_- - EXIST. SEWER LNE —S— PROP. SEWER LINE - - --N- - - EXIST. WATER LINE —W— PROP, WATER LINE - - - - ETUST. ELECTRIC LINE E— PROP- ELECTRIC LINE - -- - - EXIST. GAS LINE �0— PROP. GAS LINE EXIST. TELEPHONE LINE — T ---- PROP, TELEPHONE LINE ---0--- EXIST. DRAINAGE LINE —0— PROP. DRAINAGE LINE ?W EXIST- OVERHEAD WIRE —OW — PROP. OVERHEAD WIRE 0 7E EXIST, CATCH BASIN ■ OB PROP. CATCH BASIN _} A, , EXIST. ELECTRIC MANHOLE EMH PROP- ELECTRIC MANHOLE v SNI- EXIST. SEWER MANHOLE SMH PROP, SEWER MANHOLE TNH PROP- ELECTRIC MANHOLE L-. :..-:.:.:1 PROP. SNOW STORAGE AREA f_'HGYYAH EHYINEERINY fiflnuP. P.L`- CYM9YLTIN[N PfleFEDaIONAL ENaINFCa•e 112 STATE ROAD 'I8 d), (ROU Na DARTMRi, MANIZ'M7 OU T33I:(5B)M_10N0 FAX(.SOB)85B-J]AI miw,ch-bahVo P- PROIE7F PROPOSED GASOLINE FILLING STATION WITH ASSOCIATED CONVENIENCE STORE & DRIVE THRU AND A 4 UNIT RESIDENTIAL BUTT DING AT 1272,1276 & 1282 ROUTE 28 SOUTH YARMOUTTL MA PREPARED FOR: EKATERINA & FAMILY,LLC 1282 ROLTTE 28 SOUTH YARMOUTN, MA DIAL IP1 jecl Number 20-586 pe!!aed By: CMS Dream By: CMS I Checked By: HC GRADING & DRAINAGE PLAN S6ee1 Number. 5 OF 17 - G� G�7WS -- NANCY e�i� revvisJr Flroprty 12 6d_llPf rer, reNc PROPOSED 30'X60' i Nass'SC `- LEACHING AREA r•� E 4 PROPOSED 4,000 GAL 1 TWO COMPARTMENT _ `� !B( SEPTIC TANK ' PROPOSED D-BOX W 15DO GAL. GREASE TRAP PROPOSED �1 ' I SEPTIC r+�:Sg21"E RESERVE LIGHT POLE I AREA (SEE DETAILS) 11 4 LP 4 ()GOOSENECK .:..- WALL MOUNTED �. LIGHT FIXTURES TP z Nd 6T7�AN+L>r 11c I RcyyArpr: JlWZ/51 __ (8) LED RECESSED ` LIGHTING FIXTURES UNDER y __ AFtPrIY lm 30-17P'� - EACH COVERED ENTRY Up ' BUILINNG WITH DRIVE-IIHRU AREA=3,890 S.F. PROPOSE F.F. EIV.=24.50 LIGHT POLE (SEE DETAILS)0-W 8' •Il..f a ��"---" (3) GOOSENECK CONNECT NEW UNDERGROUND WALL MOUNTED ELECTRIC UNE TO NEW BUILDING LIGHT FIXTURES FROM EXISTING UTILITY POLE ON ROUTE 28 PER POWER COMPANY SPECIFICATIONS'--- . - ----.-_1 -- ------ EXTEND NEW GAS UNE TO NEW BUILDING PER -�--" GAS COMPANY SPECIRCATIONS ROUTE 28 STATE HIGHWAY (80'W10E - 1 933 LAYOUT) I "=2(P SCALE IN FEET 0 10 204D 80 SEQUENCE OF CONSTRUCTION & SOIL EXCAVATION MANAGEMENT PROCEDURES, 1. INSTALL SOCK BALES AND SILT FENCE AROUND EXISTING STORMDRAIN STRUCTURES AND WITHIN THE LIMIT OF CONSTRUCTION AS SHOWN ON DEMOLITION AND SITE PLANS. 2. EXCAVATE FOR NEW BUILDING FOUNDATION, UNDER SUPERMSION OF THE PROJECT UCENSED SITE RO PFESSIONAL (LSP) AND OR ITS DESIGNATED QUALIFIED REPRESENTATIVE. 3. ANY VISUALLY CONTAMINATED SOIL SHOULD BE REMOVED FROM EXCAVATION AND TEMPORARILY STORED OR DIRECTLY TRANSPORTED OFF -SRC TO AN APPROVED LOCATION. 4. EXCAVATED SOILS SHALL BE MANAGED IN ACCORDANCE WITH ALL OF THE APPLICABLE MASSACHUSETTS DEPARTLIENT OF ENVIRONMENTAL PROTECTION RULES AND REGULATIONS. 5. ALL OFF -SITE SHIPMENT OF CONTAMINATED SOILS SHALL BE ACCOMPANIED BY A BILL OF LADING. 6. A'LOAD-AND-GO' APPROACH FOR SOIL REMOVAL SHOULD BE EMPLOYED. IF NECESSARY, CONTAMINATED OR PbTQFiaLTY CONTAMINATED SOIL SHALL BE STORED ON AND SECURELY COVERED WITH ADEQUATE PLASTIC SHEETING IN AN AREA LOCATED GREATER THAN 50 FEET FROM ANY WULAND RESOURCE AREA OR DRAINAGE INLET. 7. THERE SHALL HE NO DISCHARGE OF DEWATERED GROUNDWATER TO WETLAND RESOURCE AREAS EITHER BY DRECT OR INDIRECT DISCHARGE TO WEILAND RESOURCE AREAS OR EX15MG DRAINAGE SYSTEMS. NOTICE OF DLWATERING ACTNNIES MUST BE GIVEN TO THE COMMISSION AND/OR THEIR AGENT WITHIN 48 HOURS. NA WAMCY C R LU- MS �ze9rr/zz9 ears J TP 7 . J- 9 Ty `�"° 0 GAS LINE LEGEND 6(�f.Ti PROPOSED VENT SYMBOL DESCRIPTION r --D----- FRCP. CIe5F1 FUEL LINE .'PCMI' N:%g •� - U5PROPOSED SE�'LTS �-- — PROP. REGULAR GAS UNE _____ PROP. SUPER TADS LIH6 OPOSED U T POLE ' ( E DETAILS) W n IAN1- LP 1 DOUBLE WALL REG, GAS UNE ` DOUBLE WALL ? 1 SUPER GAS LINE - L )OUBLE WALL I' �'�� )IESEL UNE -Ipj 11 SPRINKLER ROOM 1 ^ YARUDUIN a cawr vax.*rrA- u eW& zIM }} I 2 sr 4 UNIT RE90EHTlAI BULpING OPAL AREA=�755tS.F. F = 7 ROPOSED MONITORING 2' DOMESTIC COPPERPROVIDE 6' PVC SDR WELLS (4 PLACES, TYPICAL) WATER SERVICE 36 SEWER SERVICE, 85 L.F.t 5=2,0% WITH PROPOSED (2) 15,D00 STUB FOR FUTURE SEWER GALLON UNDERGROUND STORAGE SERVCE ON ROUTE 28 TANKS PER 310 CMR 80.00 g[1 fF.il.Wi( CONNECT NEW DOMESTICN 2' COPPER WATER SERVICE TO LI "AT3 IFAI` `e � EXISTING 12' WATER MAIN ON EXTEND NEW GAS UNE ROUTE 28 PER YARMOUTH WATER TO NEW BUILDING PER DEPT WATER MATERIALS AND GAS COMPANY INSTALLATION STANDARDS SPECIFICATIONS GREASE TRAP SIZING (PER TITLE V. 31D CMR (15.230)) MINIMUM GREASE TRAP SIZE ALLOWED-1,000 GALLONS. PROVDFD GREASE TRAP SIZE-1,500 GALLONS, SANITARY FLOW ANALYSIS (PER TITLE V. 310 CMR 15.203 PROPOSED SEWER DUIGN Fl. C-STORE WITH COFFEE SHOP: 3.590 S.F. PLUS (4)-2 BEDROOM RESIDENTIAL APARTMENTS USE: UNE RANG STATION WITH RETAIL BUILD. AND A 4 UNI T BUILDING) 2 BEDROOMS IN EACH APARTMENT. PROPOSED GASOUNL STATION: 75 GPD /ISLAND 2 ISLANDS = 75 GPO X 2 = 150 GPO PROPOSED CONVENIENCE STORE: 50 GPD/1,G00 S.F. AREA - 3.890 S.F. x (50 GPD/t.00D S.F,) = 195 GPD PROPOSED (4)-2 BEDROOM APARTMENTS: 110 GPD/PER BEDROOM 8 BEDROOMS a 110 GPD X 8 BEDROOMS = B8D TOTAL FLCW = 15D CPO + 195 GPD 4 880 GPD = 1,225 GPD LEACHING AREA REQUIRED = 1,225 GAL x 1/0.74GPD/S.F. - 1,655 S.F, LEACHING AREA PROVIDED = 30'(WIDE) x' 60'(LONG) - 1,800 S.F. RESERVE ABTA PROVIDED - 1.800 S.F. SEPTIC TANK DESIGN - TWO COMPARTMENTS 4,000 GALLON TANK (1st COMPARTMENT 2.500 GALLONS & 2nd COMPARTMENT 1,500 GALLONS) CONNECT NEW UNDERGROUND ELECTRIC UNE TO NEW BUILDING FROM EXISTING UTILITY POLE ON ROUTE 28 PER POWER COMPANY I 6' FIRE _ - > SUPPRESSION s�r�A,Aar rcv a s�rrro�e - \_yre.-saia H.w ee 2- DOMESTIC COPPER - ----'~ — WATER SERVICE 6'x6"x2' TAPPING SLEEVE & GATE - ----- ----- ---- eX6'y6' CONNECT NEW DOMESTIC TAPPING 2' COPPER WATER SERVICE SLEEVE & 6' FIRE SUPPRESSION & GATE LINES IN COMMON TRENCH TO EXISTING 12' WATER MAIN ON ROUTE 28 PER YARMOUTH WATER DEPT WATER MATERIALS ANO INSTALLATION STANDARDS - 'j-"'l r PROJECT �1 LOCATION IAA LOCUS MAP NOT TO SCALE UTILITY NOTES I. CONTRACTOR TO LOCATE ALL EXISTING UTILITY SERVICES ON LOT PRIOR TO CONSTRUCTION. 2. RECONNECTION OF EXISTING SEWER SERVICE AND OTHER UTILITIES TO NEW BUILDING ARE SUBJECT TO THE INSPECTION & APPROVAL OF THE TOWN OF YARMOUTH OFFLCL4L5 HAVING JURISDICTION OVER COMPLETED WORK. 3. CONTRACTOR TO RELOCATE ANY EXISTING UTILITIES IN CONFLICT WITH NEW BUILMP DING LOCATION IN COLIANCE WITH APPLICABLE REQUIRLMEWS BY LOCAL DEPARTMENTS HAVING JURISDICTION OVER PROPOSED WORK. 4. THIS ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY AND LOCATION OF UNDERGROUND EXISTING UTILITIES ON SITE. CONSTRUCTION SEQUENCE THE FOLLOYIING CONSTRUCTION SEOUFNCE IS RECOMMENDED: --1NSTAIIATRIN OF STABIU2ED CONSTRUCTION EXIT (AS SHOWN) -INSTALLATION OF EROSION COHTRGL BARRIER (SOCK BA.ES AND SILT FENCE) (AS SHOWN} -DEWOUTION OF EXISTING SITE STRUCTURES (SEE SWEET /2) -DEMOLmON OF EXSRHG SITE PAVEMENT AM AMENITIES (SEE SHEET 82) -CLEARING AND GRUBBING -LWMW'ORK AND EXCAVATION/FILUNG AS NECESSARY -COHSTRUCTIONI OF UTILITIES -STA iu2E PERMANENT LAWN AREAS AND SLOPES WITH TTTIPORARY SEEDWG -INSTALLATION OF INLET PROTECTION ON ON -SITE UTILITIES (AS SHOWN) -CONSTRUCTION OF BUILDINGS -CONSTRUCTION OF ALL CURBING AND LANDSCAPE ISLANDS AS INDICATED ON THE PLANS -SPREAD TOPSOIL ON SLOPED AREAS AND SEED ANO MULCH -FINAL GRADING OF ALL SLOPED AREAS -PLACE 6• TOPSOIL ON SLOPES AFTER FINAL GRADING COMPLETEO. FERTU.IZE. SEED, AND MULCH SEED MIXTURE TO BE INSTALLED REGMRED. -PAVE PARKING LOT -LANDSCAPING PER LANDSCAPING PLAN -RFMQVE EROSION CONTROLS AS DISTURBED AREAS BECOME STABILIZED TO 70X STABILIZATION OR GREATER. SYMBOL DESCRIPTION EXIST, CONTOUR PROP. CONTOUR 71 r"5 EXISTING SPOT GRADE X24.26 PROPOSED SPOT GRADE EASEMENT LINE PROPERTY LINE - 'o UP PROP, UTILITY POLE { . ` EXIST. LIGHT POLE [Do LP SINGLE PROP, LIGHT POLE C3v0DLP DOUBLE PROP. LIGHT POLE EXIST. EDGE OF PAVEAIEM EP PROP. EDGE OF PAVEMENT %tie' EXIST. VERTICAL GRANITE CURB voc PROP. VERTICAL GWWIIE CURB cc CONCRETE CURB L PROP, PYLON SIGN EXIST, GATE MA MA NOWAY BOUND OTP TEST PUT CCO GROUND CLEANOUT . -- - EXIST. SEWER LINE —S— PROP. SEWER UNE —w EXISF. WATER LINE —W--- PROP. WATER UNE F EXIST. ELECTRIC LINE —E— PROP. ELECTRIC LINE — C— EXIST. GAS LINE —0— PROP. GAS LINE T EXIST. TELEPHONE UNE T — PROP. TELEPHONE LINE 9 EXIST. DRAINAGE UNE —D— PROP. DRAINAGE LINE ,7W EXIST. OVERHEAD WIRE PROP, OVERHEAD WIRE EXIST. CATCH BASIN ■ CB PROP. CATCH BASIN C) arN EXIST, ELECTRIC MANHOLE EMIR PROP, ELECTRIC MANHOLE LN EXIST. SEWER MANHOLE SMH PROP. SEWER MANHoLf TMH PROP. ELECTRIC UM14OLL C 94a RAi EN9INEEHIry Is Gaou P. . L'CIM94LTIHa P"YF[e8l41at Eu4,rvcfg0 112 STATE ROAD (ROITDS 61. Nn DAR7MOUif, MAWW7 TFL(we)BSa5040 PAX:(508)858-5041 uww.ehd,haLA,alpcom PROJECT: PROPOSED GASOLINE FILLING STATION W,VITH ASSOCIATED CONVENIENCE STORE & DR THRU AND A 4 UNIT RESIDENTIAL BUILDING AT 1272, 1276 & 1282 ROUTE 28 SOUTH YARMOUTI-I, MA PREPARED FOR: EKATERINA & FAMILY,LLC 1282 ROUTE 28 SOUTH YARMOUTTL MA Project NTnobeT: 20-596 Sale: AS SHOW N Dlswn BY: CATS I Checked By: HC 0 1 1 I1 ITY PLAN Sheet NumWT: 6 OF 17 y01S,940 pE4LrY UC LrPR1/Po9'' AmYl57 Rgae.ty A7. 6R rz9 END OF 8' HIGH ACOUSTICAL PVC FENCE (WITH VC RATING OF 26) t 4, NAACY C per=r+ CO -MS gaw�AP9r ac9zr/in FYry�r�Ak 6R /427 11 H I.T 1 �r�rrlrrlrr�i� r pRl]PDSEO C-aTDRE eUILpNG Wit{ TRINE-THRU AREA=3.890 S.F. .� F.F. FLfV.'2450 �i i /LLhL. Li 1/ (j,�) O e W .IA li7 N/F NANCY C 9f r 9v.4rc G'O-0R5 g_k/P99A' I892J12n P,p.1, 10. 60-T4I r �O�Q 4 UNIT RE$IK BUILDW SEASONAL . ANNUAL ---' PLANTING OF EE ROUTE 28-STATcEEHld4WAY (80' W I C£1 9 .3 -L3 L A Y 0 0 T' PLANTING NOTES 1. DO NOT SCALE FROM DRAWINGS. 2. CONTRACTOR SHAH REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS TO THE ENGINEER PRIOR TO PLANTING. QUANTITIES REPRESENTED ON THE DRAWING PUNT LABELS SHALL 3UPERCEE THOSE ON THE PLANT LIST. 3. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR APPROVAL BY THE ENGINEER AND/ OR OWNER. 4. ALL PLANTS SNAIL BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON THE PLANT LIST. 5. ALL PLANTS SHALL BE APPROVED BY THE ENGINEER AND/OR OWNER PRIOR TO THEIR INSTALLATION. 6. ANY PLANTS LABELED 'SPECIMEN' ON THE PLANE UST SHALL BE TAGGED AT SOURCE IN THE ENGINEER AND/OR OWNER UNLESS DIRECTED OTHERWISE. 7. THE GUNTRACTOR SHALL VERIFY THE LOCATION OF EXISTING ABOVE AND BELOW GRADE UHUTIES AND SERVICES AND SHALL PROVIDE APPROPRIATE PROTECTIONS DURING CONSTRUCTION. THE CONTRACTOR 15 RESPONSIBLE FOR NOTIFYING ME LOCAL UTILTY LOCATION RRVICE PROVIDER PRIOR TO COMMENCING WORK. ANY UTLKIES DAMAGED DURING SITE WORK SHALL BE REPAIRED AT THE CONTRACT(R'S EXPENSE. a. THE CDNTRAC70R SHALL POSITION ALL PLANT MATERIAL IN LOCATIONS SHOWN ON THE PLAN FOR REVIEW BY ENGINEER AND/OR OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING THE PLANTS AS NEEDED TO ACCOMMODATE FOR LEDGE AND SWILL CONTACT THE ENGINEER iF PLANTING IS IMPEDED BY LEDGE. 9. ALL PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BYTHE AMERICAN STANDARD FOR NURSERY STOCK% PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, LATEST EDITION. THE CONTRACTOR SHALL INSTALL PLANTS USING THE METHODS OUTLINED IN THE 'RECOMMENDATIONS FOR PINTREES TRAND SHRUBI AMASS EXTENSION FACT SHEET SERIES, MAY 1996, AND COMMONLY ACCEPTED REGIONAL PFACTICE STANDARDS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL TILL ALL NEW PLANT PLANTING BEDS FOR SHRUBS AND PERENNIALS TO A DEPTH OF 12" FOR PERENNIALS AND 1B' FOR SHRUBS BEFORE PLANnI IN CONDITIONS WHERE THIS IS NOT ACHIEVABLE BECAUSE OF TREE ROOTS, UTILITIES OR OTHER OBSTACLES, THE PLANTING AREA SHALL BE TURNED {TIER BY HAND. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND OWNER PRIOR TO BEGINNING SITE WORK TO DETERMINE THE PLANING SOIL AMENDMENTS RECUIREO - SUCH AS THE ADDITION CF COMPOST AND/OR PEAT MOSS. UNLESS OTHERWISE DIRECTED, THE CONTRACTOR SHALL PROVIDE THE FOLLOWING GENERALLY ACCEPTED SOIL BALKFlLL RATIO: A NATIVE SOIL, Y IMPORTED LOAM. A COMPOST/PEAT MOSS. INITIALLY, THE CONTRACTOR SHALL ASSUME THE INCORPORATION OF 1-2 CUBIC YARDS OF COMPOST/PEAT MOSS PER 1000 SQUARE FEET OF PUNT BED. IN ADDITION, THE CONTRACTOR SMALL INCORPORATE A PLANT STARTER rDmuzER SUCH AS 10-10-10 IN THE PLANTING SOIL MIX. 10. THE CONTRACTOR SHALL RENEW ANY ADDITIONAL SITE DRAINAGE REOUIREMENTS WITH THE OWNER AND/OR ENGINEER AND COORDINATE POTENTIAL NIPROVEMENiS IN ORDER TO ATTAIN POSITIVE DRAINAGE IN ALL CONDITIONS. 11. THE CONTRACTOR SHALL INSTALL SHREDDED HARDWOOD BARK MULCH, SUCH AS PINE BARK MULCH THAT IS MEDIUM TO DARK BROWN IN COLOR AND FREE OF ANY DEBRIS OR LARGE PIECES OF WOOD. MULCHES WF!H DYES WILL NOT BE ACCEPTED. MULCH ALL PLANT BEDS AFTER PUNTING TO THE FOLLOWING 'LOOSE MEASURE' DEPTHS: • TREES AND SHRUBS - 3' • PERENNIAL, GROUND COVER AND ORNAMENTAL GRASS BEDS - 1.5" 12. THE CONTRACTOR IS RESPONSIBLE FOR SEEDING ALL AREAS DISTURBED DURING CONSTRUCTION ACCORDING TO THE PLANTING PLAN OR AS DIRECTED BY THE ENGINEER AND/OR OWNER GRASS SEED SHALL BE A CAPE COD FESCUE SEED BLEND: 60% TALL FESCUE, 107. BORNITO YARD FESCUE, 10% JMESTOWN CHEWING FESCUE, 20% PERENNIAL RYE 13. EXISTING TREES TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. THERE SHALL BE NO PARKING OR STOCKPILING OF CONSTRUCTION MATERIAL WITHIN THE DRIP LINE OF THE TREES TO REMAIN. 14. THE CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIAL UNTIL PROVISIONAL ACCEPTANCE OF THE PROJECT IS ISSUED By THE ENGINEER. ALL PLANTS SHALL BE GUARANTEED TO TE ALIVE AND IN VIGOROUS GROWING CONDITION FOR A PERIOD OF ONE (1) FULL YEAR FROM THE TIME OF PROVISIONAL ACCEPTANCE, FINAL ACCEPTANCE WILL BE WADE BY THE ENGINEER AND OWNER AT THE END OF THE GUARANTEE PERIOD. ANY PLANTS DEEMED UNACCEPTABLE PRIOR TO THE END OF THE GUARANTEE PERIOD SHALL BE PROMPTLY REPLACED AT THE CONTRACTOR'S EXPENSE LANDSCAPE CONTRACTOR SHALL REMOVE INVASIVE PLANT MATERIAL PRIOR TO COMMENCEMENT OF PLANTING DED PREPARATION. THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE TOWN OF YARMOUTH TO VERIFY MNASIVE SPECIES AND METHOD Ou REMOVAL 15. TYR PLANTING SEASON IS BETWEEN MID-APRIL AND MID-NONEi16ER, BUT EACH YEAR IS DEPENDENT ON CURRENT WEATHER CONDITIONS AND PLAIT MATERIAL AVAILABILITY. 16. IRRGATION LAYOUT 15 SCHEMATIC IRRIGATION CONTRACTOR IS RESPONSIBLE FOR IRRIGATION: PUMP & PIPE SIZING, SPRINKLER HEAD TYPE & LAYOUT TO COVER ALL LANDSCAPED AREAS. 1"=29 SCALE IN FEET 0 TO 29 40 80 I WARB9�C A, Special Warranty. Warrant the following exterior plants, for the warranty period of one year against defects including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, or abuse by owner, or incidents that are beyond contractor's control. e, Warrant period for Trees and Shrubs: one year from the date of substantial completion. C. Remove dead exterior plants immediately. Replace immediately unless required to plant in the succeeding planting season. D. Replace exterior plants that are more than 25 percent dead or in an unhealthy condition at the and of the warranty period. E, A limit of One replacement or each extaltOr plant will be required, except for losses or replacements due to failure to comply with requirements. NAINTFNANCF A Trees and Shrubs' Maintain for the following maintenance period try pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, tightening and repairing stokes and guy supports, and resetting to proper grades or vertical position, as required to establish healthy, viable plantings. Spray os required to keep trees and shrubs free of insects and disease. Restore or replace damaged tree wrappings Maintenance Period: 1 year from dote of substantial completion. B. Ground Cover and Plants: Maintain for the following maintenance period by watering, weeding, fertilizing, and other operations as required to establish healthy, viable planting: Maintenance Period: 1 year from dote of substantial completion. START OF 8' HIGH —ACOUSTICAL. PVC FENCE (WITH STC RATING OF 26) --START OF 6' HIGH 1 PVC FENCING SHRUB k XZOUNOCOVER PLANTING nFT10 ,�iOTL�: ���•� RlLrpye au srRNG AIURwIRE w1Ntir� A EMOVEALLS aai AZ lry].t9 - REMOVE ALL STRAPS. ROPES. WIRE,dR]n %IKm. wa44r� ' 9 RINGS USEDTOL THEROOTBPIL. 3 REMOVE ALL BURIIAF S'ORYARE EE N THE C HanN EN arNEEP.iNn .� -. �EB CaNauI.TlNa PaalEealDNAI ENa1N EEaa 112 STATE ROAD IROUTH 61, wral y-row ,mrw Nu DARTMOUTEtLMAe2T47 'xAa J aPM TFL(5a61 M5440 PAX:(503) IT 8 _•DU /�AIfD Ila IE06e® MOM a�e¢.nL 0. A.di; bah8r T.0 PROIECP. 'Imo= en•a• 1 r,[LX 0 Iona w m N PROPOSED GASOLINE. FILLING STATION WITH ASSOCIATED -r-aY: rMe r1 urc van Kx Is CONVENIENCE STORE & DRIVE THRU AND A 4 UMT RESIDENTIAL BUTMI NG AT J 4 TOP TF ROOTRALI TC BE SET 2'As FINISH K n( �M54I 127Z 1276 & 1282 ROUTE 28 A suwo("I FNISIrGR F TREL t-ANTINC. CETAIL SOUTH YARMOUTH. MA 5 REMEw SYARINa CF'rplG Swn{LAHO°-AqE CaNrRAyTd! VER SITE CONORIOHS I I. T.- '"P e LAWN SEED MIX: A,,W-h' As, e0_fm RUGBY II LSITYBRID BY NORTHEAST NURSERY, INC. RETAIN EXISTING SCREENING 20% SPYDER LS TURF TYPE TALL FESCUE ALONG EASTERN MOST 20%SCREAMER LS TURFIYPC TALL FESCUE PROPERTY LANE AND PROTECT THEN DURING ., FRECRACKER LS TURF TYPE TALL FESCUE THE CONSTRUCTOR PERIOp ::. 15%TITANIUM tS TURFTYPE TALL FESCUE ;, - - 3 j--- 20% LATERAL SPREAD BLENDREhWULL RYEGRA558LEND5 05 % FPHRENHEIT BD HYBRID BLUPEEGRASS r'r-T REFER TO NURSERY`S REQUIRED SEED RATE END OF 6' HIGH PVC FENCING G£N l ----------------- feet feet Width 8.42 Lock to Lock Time 6.0 Track &25 Steering Angle 41.4 YARMOUTH FIRE TRUCK DETAIL NOT TO SCALE LANDSCAPE SCHEDULE TYPE QTY SIZE COMMON NAME BOTANICAL NAME PLANTING HI MATURE HT MATURE SPREAD REMARKS EVERGREEN TREES JV 74 3" CAL. RED CEDAR ✓UA4PERU5' [�/x7Y/64AG4 6'-8' 40'-50' 8'-20' SPACING 10' D.C, (STAGGERED) DECIDUOUS TREES ARA 2 3- CAL. ARMSTRONC RED MAPLE AaW R61295 ,f/ i7R1ISrhKWC" 10'- 22' 50'-60' 15'-25' HC 10 3' CAL HAWTHORN THORNLESS COCkSPUR cmrmGT/S G4 wav h*?%0S 10'_1 y IS'-25' 15'-25' GT 3 3' CAL HONEY LOCUST CY f0/731W MA4 INA,¢lS 10'-12' 30'-70' 4W-60' KD 10 3' CAL. CORNUS KOUSA AZWS4 ZZA21115W 10'-12' 15'-25' IV-25' SHRUBS S$ 22 24" SPRINTER 1i01CWODD 24' 48' 24'-4B' SPACING 3' O.C. CPS 17 12' SUNGOLD FALSE CYPRESS EVERGREEN LYd<444Fr"3 RLS' -,S072284 S'G6h6;'t7L0 }2' 12' 18'-24' SPACING 4' O.C. IG 34 24' INKBERRY Anr Z'A46iiiw' 24' 367 T8-24' SPACING 4' O.C. RI 26 36' DWARF RHODODENDRON APOZ11596AVRaV NV7<A'RA/ 36' M. 24'-36' SPACING 2' D.C. VD 16 38' ARROWWOM VIBURNUM I vlres9uAu AWPIW 36' 36' 38'-48' SPACING 4' D.C. WGB 2e 36' WINTER GEM BOXWOOD B�uzB �u fAUB �UBV27P GLri/" 36' 38' 24"-48" SPACING 4' D.C. SJP 1, 24' LITTLE PRINCESS SPIREA 7 36' 36' 24"-46' SPACING 4' O.C. PERENNIALS & GRASSES PV 1 22 1 %2 SWITCHGRASS f3NMV4W k9f 47VA/ #2 - - SPACING 2' G.C. 1. All Landscaping shown on plans shall conform to the Town of Yarmouth zoning regulations. 2. Mulch planting beds after shrubs, to a 3 inch depth, dark brown mulch. 3. Location of Perennial plantings to be approved by the Town of Yarmouth Planntng Staff. 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Lumens Arr. Watts 4 A SINGLE SCV-LED-23L-SCFT-50 MM O 15' 1.000 1.000 1.000 23101 1BB 12 B SINGLE SGY-LED-I3L-SC-50 MTO O 15' 1.000 1.000 1.000 13444 90 3 C SINGLE ELM-LED-I2L-SIL-FT-50-70CRI-IL-SINGLE-14'PULE+2'BASE DIMMED 609 1MCI 1.000 0.200 8193 B5 12 0 SINGLE XW5-LED-03L-FTW-50-80CRI MID O I 1.Wo 1.000 1.000 3793 26 E 16 E SINGLE PDL6K-LE0-09L-40-WM MTD O 10' 1Mc I.000 1.000 936 12.3 6 F SINGLE AD-15L-50-GWT WTI) O 10' 1.000 1.000 1.000 138E 10.9 CXnYHAH ENPIHEERFHD GROUP. P.G- CPHaYLTIHa pRPFCagIOHAL EHatHEERB 112 STATE ROAD (ROUTE )• No. DARTMOU'D-1, MA a2r41 Tg.(w>n63asato FAx:(9a6y S3S 30,11 -hosbwl groll PROJECT: PROPOSED GASOLINE. FILLING STATION WITH ASSOCIATED CONVENIENCE STORE & DRIVE THRU AND A 4 UNIT REKDENMAL BUILI)INGAT 127Z 1276 & 1282 ROUTE 28 SOUTH YARMOUTH, MA PREPARED FOR: IKATE.RINA & FAMILY,LLC 1282 ROUTE 28 SOUTH YARMOUTH, MA or C=A. U NrAl. @ Ha.36]36 L Rerisams Na, Date Descripaun Proje4t Number; 20-586 Scale; AS SHOWN Dmignod By: CMS Dmo;nlilc CMS I Ghecl:ed By: HC Sheet 'Title: LIGI3TING PLAN Sheet Number: 8 OF 17 • IN WONT MMRINc PI awwaag W-'7- REO eArxntouNo wnTF NnnccNm"O M/ Rm MAJPIIO M IRON a ONR AY UPEluCrasrn DO NOT ENTER SIGN NOT TO SCALE STOP 30" X 30' 3ED STOP SIGN TYPICAL PAVEMENT MARKING ARROWS NOT TO SCALE (WITH STC RATING OF O IlCigi00RINC; I PROPERTY- CIO RESERVED PARKING VAN J� RESERVED PARKING FOR RESIDENTS USE ONY "RESIDENT PARKING" SIGN NOT TO SCALE DIMENSIONS: 24'v24' PROPOSED "PEDESTRIAN CROSSING, SIGN NO1 TO SCALE NO SMOKING ALLOWED PROPOSED "NO SMOKING", SIGN NOT TO SCALE HANDICAP SIGN PER HANDICAP STANDARDS INCLUDING VAN SIGN / -4" WIDE WHITE STRIPES — TYP 3'-0" Z—Tlfp 3,-0" TYP 20'-0" L Y J 2,-0" TYP — 8'-0" 8'-0" PARKING DETAIL NOT TO SCALE SYMBOL FOR HANDICAPPED. WHITE ON BLUE BACKGROUND OR BLUE ON WHITE BACKGROUND 6' DIA, SCH, 80 PIPE 6' ARCHITECTURAL DECORATIVE BOLLARD SLEEVE (COLOR:BLACK) CROSS SECTION OF SLEEVE ..I NOT TO SCALE 10' CONCRETE ALL AROUND (TYP.) BOLLARD DETAIL %OT TO SCALE WIDTH VARIES - SEE PLAN — 3/4- CHAMFER CONCRETE SIDEWALK 1/2' PJMF uRUN. PAVEWENT W/ BROOM FINISH REINF. & SEALANT (SEE SITE OWGS.)-1 W/ 6x6-10/1O W.W.F. I —SLOPE 1/E'/FT. MIN. I'-67111Illl lllllll�ll x. .. 2. . 1 6' pOMPAETED� �I GRAVEL BASE (z)—►s BARS CONT. TOP & BOT. -y g• j� ICONC. TYP. WALK DETAIL SCALE: 1 =1 —0 R-10 Po PROPOSED 6' HIGH Ta INSi OF ACOUSTICAL PVC FENCE & P WHITE (TIP) (MATH STC RARNG OF 25) GSED RED CEDAR EVERGREEN TREES SPACED O 10' O.C. STAGGERED CAS STATION DSCAPE LAN AREA ---FILL POST HOLE �^ MTH CONCRETE FILL POST. HOLE WITH CONCRETE J LAYER OF_--R' GRAJE„ ELEVATION PROPOSED 8' HIGH ACOUSTICAL PVC FENCE DETAIL (WITH STC RATING OF 26) NOT TO SCA_E 0 1 OD ISEE ROLVRD r AI LI NOTES. f1EFIECPYE WHITE �RCUND LTIEEN LETIERHG Mu SYMDOL LETTER w MNMVM I-HIRGHT a. 51pn roeE NwNTED a� z wErAr RmT rFNrEREO w e• cacRETE grxONlp sE rAu1w+G gTTe cD,NecnoN PaHr 3 CINE SIGN P ACCE E WA% HANDICAP SIGN ON BOLLARD DETAIL NOT TD SCALE I.D. SIGN DETAIL (TWO SIDED) SCALE: 1/4'-V-D' DRIVE THRU MENU BOARD 1 ALLOWED, MAXIMUM 66 SF (1) PROPOSED ORDER BOARD-36 SF ORDER BOARD ACTUAL SIGN LAYOUT 36 S.F. TBD BY TENANT DRIVE THRU ORDER BOARD NOT TO SCALE 6' HIGH WHITE PVC SOLID REB SEPARATI Cl PROPOSED I.D. SIGN 24 SO. FT. EACH SIDE WITH INTERNALLY ILLUMINATED LETTERS (ACTUAL LOCOS M BE DETERMINED BY OWNER) DESIGN PER YARMOUTH ZONING BYLAWS PVC WRAPPED- 6'x6' P.T. COLUMNS (PAINTED WHITE) Tx2'-6'X3'(HICH) CULTURED STONE VENEER BASE (WEATHERED FIELD STONE) WITH BLUE STONE CAP 00-P MR a a SIGN FOUNDATION -- I.D. SIGN DETAIL (TWO SIDED SCALE: 1/4'-,, 5- 1 12 Sq. Ft. NaoNEEHINR,'tGaoua. - 5 SQ. Ft. `CHOLHAHo ' 6 Sq. Ft. 112 STATE ROAD (ROUTE 6), No DARTMOUTH, MADTI47 TOTAL-24 Sq. Ft. NOTE: TENANT TEL•(50g1 858 5640 PA7C(566) 958-9D11 wwn,rlloxbehgmuPwm LOGO DESIGN TO BE DETERMINED PROJECT: PROPOSED GASOLINE FII TING STATION WITH ASSOCIATED CONVENIENCE STORE & DRIVE THRU ANI) A 4 UNIT RESIDENTIAL BUII.DiNG AT 127Z 1276 & 1282 ROUTE 28 SOUTH YARMOUTH, MA PREPARED FOR: i EKATERINA & FAMILY,II.0 1282 ROUTE 28 SOUTH YARMOUTH, MA a���aG`� ©� o L1.00�7 C�G1� P{�fl6 OPOSED PLUMINAT 2'WA EXTERNALLY ILLUMINATED WALL SIGN (i6 S.F.) PROPOSED WALL SIGN /.P...PDSEQ 2'K5-6' EXTERNALLY NOT TO SCALE ILLUMINATED WALL SIGN (16 S.F.) PROPOSED CO —BRAND WALL SIGN Q� NOT TO SCALE �" PROPOSED 10'xt" CANOPY SIGN 10 S.F. PROPOSED CANOPY SIGN NOT TO SCALE Q I I 1 LAYER Of�— GRAVEL 6' HIGH WHITE PVC FENCE DETAIL NOT TO SCALE 4 FINISH6' pEED 4000 PSI CONCRETE 51Zf F,wyWWF ACCORDING TO P `\ Co-- .. .. 6- GRAVEL- COMPACTED.. . BORROW TYPE C SUBGRADE DUMPSTER PAD NOT TO SCALE 6' HIGH WHITE VINYL 6' DIA. STOCKADE FENCE BOLIMD ta' (2) 36LONG 3/6' SAIL RODS. ONIL NIXES IN CONCRETE TO LOCK GATES LOCKING GATE LATCH IN OPEN AND CLOSED POSmOHS--� BIT. CONCRETE. PAVEMENT OR 6' cONCRErE SLAB WITH 6X6 WIRE MESH 12" TXA X 4' 11' DEEP - CONCRETE FOOTING 16' DIA X 4' DEEP CONCRETE FOTTING -(TYP. 2 PLACES) 5'X5' TREATED - CEDAR POST (TYP.) -PRE ASSEMBLED W HIGH STOCKADE FENCE AND GATES 5'X5' TREATED CEDAR /-POST (TVA.) YSS3' STEEL mw 0.o (4) Vie- ADU ABLE HINGES �I I �J �wI�� �WFIIW���II;I \-1-1/2' SQ. STEEL TUBING (SHOP WELD ALL JOINTS) DUMPSTER ENCLOSURE 6 CONCRETE SLARDNSLA B NO7 TO SCALE 16' IXA. CONCRETE FOOTING (TIP) RwIsIms Project Number: 20-566 Scales AS SHOWN nesignm BV: UNIS Dr, w DF: CNIS I Checked HT: HC SITE DETAILS #1 tihu t Numlx,: 9 OF I- _2$• OPENING HEW SIOEW" she- ■ m, mPee_w l g" g' ,• CAN RUN � xo-Es- c CUP ra ssw AREA A, � ors, f m NXII I ^-I F�— I. ve G RUN NEW RETE JN Us a AI P pfD B. DA EFrA INDEPENDENTLY L HIVE ! ,RARE 10 BE i�BA11A1 1, CEMENT fANCREIE PAVEMENT ALES LED MH U INTERIOR OF W1R al APPROIED [WAR. 1. ONLY WHEN CONCRETE SHALL15 BE USED !•j FLOG, h ROOF • { Ai At TERNAM TOP n Ae T. ro gyyl ee m N AML _ w ONLY WHEN THE CURB IS SET AFTER THE '�� TIGHT NJ (S1FF1 REINFORCED rat 95-25 TO MOTTNL ADJKT ro a+APe NEVI _ WE AND/OR BINDER COURSES ARE IN � CNoueAN EMu1HECN1nu GMour, P.c. THICII +J oNTRN 0" a,Ar 1I1eW • Ya11AR RACE, OINERVASC THE CEMENTCONCPE7E - "7 ve swo a mu Tw... B[ MLTIOLLeIw WILL BE T1IMINATED AND THE GRAVEL - ;� U 4' FRO�� 1 ~" $• Cr�ST y - 6'� Ab• �' MINE UP TO BOTTOM OF THE &LSE 1'-9' 1'-0' S CVHeu LilHtl PHOFEafi IaNAL EN RINEE,r6 lROH OUTLET 6 x�y�i b ,, nm gwi mNra+u ro LIGHT POLE 7O SEWER Y1 91 w/IFAr. rL - - a12 5D INAFf. OMITV WA15T 41 ;• 4. DIM, '^Y �°"°"' CURB SETTING DETAIL C'RA�L B'(MN" N ll2 STATHROAD (AW'T5 STAIMi55 STEEL a ccuOElE vwia ooAs,a�YF NO'I i0 SCAN i Na DAR'ITEI.7U7H, MA 02x7 IY WALLS (TYP.) 1 MOO TO WALL J aTA9gli1 ,Oro Pa TIDE - mrEnr. 5 � CONCRETE 1 -D• Tffi:SSDRV 85&5040 PAXI5031 BSB SMI a GTW BA9N pEexm MtEu FdfoRM i0 (SEE NOTE 1} as mw�E cR°M• _ �cTKAs °� i w. hP1 bM yfnRpmm SECTION VIEW 11 DRi.-RIE O',�By PROJECT: 4' CAST IRON VENT 1• gLMT L AAL A n LIMN 6E IgWTAgp. NDEPEN�LY RUN # i e rA.s = a W PROPOSED GASOLINE FILLING THRU INTERIOR I— — — — —2� — — — -'� y H STATION WITH ASSOCIATED OF BLDG.& ROOF IN ROOF (TYP.) b 3 aL/IAW eEPARATar s. TRloa sew !J•+e• CONVENIENCE. STORE D DRIVE i B'-o' - oIANE TTS s le' THRU AND A 4 UNIT Fj. * s•TEL ee�1N _ _ ly cuTTeR LANE RFSIDEN'STAL BTJII.DiNG AT III. 6 � r6 1 /2' 1272, 1276 & 1282 ROUTE28 4' CAST RON INLET I I e' CAST 1 ISWAPAOTm 1lmowc MAr[MAL 6 • 1/2" I SOUTH YARMOUTH, MA FROM BUILDING I I sE EXCAVATE TO FAM SOIL 7 3/ a . 2. arA LIGHT POLE TO -•_g• 2 I/A DOi4EL NOT TO SCALE SOCKET PREPARED FOR: L — — — — — Y — — — — — J PRECAST 4' DIA. DEEP SUMP DRAINAGE MANHOLE B— (SEE ND E 2) a rw la1� Nat euF"'imANS PLAN VIEW OR CATCH BASIN WITH OIL WATER SEPARATOR 2 1/4 3 1/2' LADY rEs a /e �T Onus xa FOIi NOT ,O SrwAI FiICATERINA & FAMILY,LL C 1 500 GALLON GREASE TRAP DETAIL 1�DMWING SHOWS TRANSUNRT CURB FOR ONE DIRECTION. FOR OTHER DIRECTION 0011DIN AS a „CAE 128Z ROUTE28 _, 2. EXPOSEDiOPPOSITE HAND AND HAVE A SPGrCE/FLOAT 4' EPDXY COATED DOWEL. • Y 1. 4= P5 LAW wec. SOL TH YARMOUTH, MA :. — D„ Lup5le— 11, I MN. eEAarc zNATI I•sr. NOT TO SCALE 3. EDGES TO INVE A 3/4' CHAMFER. T. lySurA?Le NM1ERlIA ShALL BE 6A—OH GRANITE TRANSITION CURB (TYP) 4. PEIL AWT PR 1,• ZUTN %Y-HOU CAST IRON c Erg wT s . e[ 2,` 50. D.C.POURED CONIC. COP PLUS NOOSING SET. -- 'wAvorT� IRNLY tM 1N, EAOYlR PAD BY .C. TO FULL DEPTH TOP RUSH WRH FIN. NNW � SCALE - AwoI1 vq� �m �M OF C,a. HOUSING. SET RUSH GRADE. CENTER OF CONPROL DENSITY CONTROL DENSITY FILL WBH GRADE W!�}' CHAMFERED COW PAD �•r FlLL OR FlOYIABLE PAYMENT OR RONAME Ru PAYMENT EDGES IN GRASS OR SECTION A —A FILL (PER SC111uTE IAIIR (PEN SCIIWTE DPW U15T5 NONPAVEO ARM4 I a R1c11 EDAGG caTE WE PARKING PROCESSED AGGREGATE BASE NOT TO SCALE DPW REWIFEMENTS)REQUIREMENTS) URFACE PCS513LE, �POSLIZE EXIST N�IF 2.5 INCA BRUWNONS CONLRE'T BNDER v1NG RSE cmwm AI z/i• AGGREGATE; LIGHT POLE BASE 401 TO SCALE is INCH eTOP cal 40 a i'. ••J'r•.4 12' GRAYEL :,�+••,•'•}'� �� CONCRETE TOP COITRSE V-6' I2' CRAYEL •,. j •' , C1ID WIFFIAI V C.I. UP TO HUB (INMUM 3/9' AGCREGAm) ••r;; •I•. z' SURFACE cwTtsE • ((ctEAN CAAVFi CAR WITH zumv �Z-14<D wtcx I� Sl3RFACE svT.RAE FS1` s Na•• vy 3/1' BRCrGU SIOFE) LLEANOIiT FQERUIE PEN H WI H 4•-1/ �� WITH BRONZE PLUG `� �y 2' _ NNy x P.V.G. g11ETTAM e' SEWER LNL 15 - 24 DIA. + 2 --0 ,y WIN LINE SIZLINE)E M' SI1D-SOEXISTINLE _ ML HE',E QPUF4E ND.38736 7 + _ RE1(8-IN BEND BmMAOUS CONLRITE 111 OVER B CIA. + ORACE 11E ! 14AEJ O / B' io IROIBML DEPTH LINE DRAM (ENO OF DFIE) TePE I-1 aNFL sWioHT�E '= 3 A• ROgC TREHLw -- FaATM TRFNCFI 11.. ITHHE SOIL MUST HAVE A MOISTURE CONTENT DRY OF OPTIMUM AS DETERMINED BY ME BITUMINOUS BERM MOISTURE -DENSITY RELATIONSHIP TEST METHOD ASTM 13}557. NOT TO SGAE TED �•` TYPICAL PIPE BEDDING & TRENCH DETAILS 2. THE SOIL CAN BE COMPAC70 98X OF THE MAXIMUM STANDARD PROCTOR DENSITY I— 1IMIANDUS EERM CAN er LAW A' ME SxIE RML T'L1T THE GROUND CLEAN 0 UT DETAIL AS DETERMINED BY THE MOFS L)RE—DENSTrY RELATIONSHIP TEST METHOD ASTM 0698. NISI waOUS LAYERS ARE PLACED ON THE MOZECr ROADMAY. NOT TO SCALE 3. THE SOIL SHALL NOT BE USED IF 711E MATERIAL CONTAINS ORGANIC MATTER. RUBBLE, OF R CAN BE NS El) 14 A 9E TF GPMTON. NOT TO SCALE DEBRIS OR ANY OTHER DELETERbWS MATERIAL. NOTE- REPM TO SE CONS CTEP OR`Y YmFFIE a RyS SLOPE WImw.W. PAVING DETAIL o SCALE ALTERNATE TOP SLAB r STEEL REINFarzcm TO MEET 1 1 OR D(CEED H-20 LOADING 5-6' �1 1xm-N" Ub NOTE mow" THE A SAAS�INOUS BERM CAN BE LND TIME THAT T THE BITUMINOUS LAYERS AND CGVM ISH GRADE ARE PLACED ON THE PROJECT ROADWAY, BASE COURSE issue Date: I)Br2O2023 OR IT CAN 8E INSTALLED IN A SEPARATE 4' LaEM Nevisioos OPERATION. GIVINEL BORROW SUBBASE No. Date Description — CEMENT MORTAR SEWER 3D,N DM — C"T IRS Re BITUMINOUS CAPE COD BERM AluusT Tn GRADE As REDUIREo PAW HEW_ FRAM . w4pT wrrFE RED CLAY BRICK COURSES wx. T2' AAIUBTMENT TODNGROUTRL7D WITH REND.WBIE rDdIR u r - WLME MANHOLE FRAME NOT TO SCALE GENERAL NOTES FINISHED GRADE FOR AaEss 1) REINFORCING STEEL CONFORM' TO LATEST A.S. PAVEMENT NIA 6���-2O Z A 185 SPEC. 1112 SO. INNNEAL IT NID 0.11 D �ejj-1 1/z' ou p PLASTIC SQ. IN. (BOTH WAYS) CASE BOTfGIII BQr�ING IIDlE4 -.--.. V D7ATE0 MANHOLE 2) CONCRETE MINIMUM CDMPRESSVE STRDNOTH - 4000 P21 TOP VIEW CONCE1u.En wA1FH Project Number: z0-SN6 STEPS TYPE R cEMLNT. PLAN — TIOKr PICKHOLES i 3) MANNm DESIGN SPECEIGTIONS CONFORM TO 1Y(SPVAL BUTTERFLY _ TUBING -*WALL ^STEEL TUBING LATEST AS.T,M. C 473 SPEC. FOR'PRECASF VuvE W/ 2' S0. Sn,Ie: AS SHOWN ROMFORC£D CONCRETE MANHOLE SECTIONS'. 2-7 3/, T-STYLE OPERATOR NUi DeelgNedBy:[M5 � S. l) ONE POUR MOHOUTH1C BASE SWMN. Svi BDUMASDC cpAn4G DET6fL-NEOPRENE ITl81QT cONCNETE SUPPORT Dram By: CMS CheckANi By: HC 4, DIAIAI�EA ON EXTERIOR of SbeeLTIde: JOINTS SEALED WITH MIIBBEA G SKII15 I PROPOSED (b.lPI COHFORT C To LATEST A .T.M. PROPOSED PIPE W (011 E 10. PIPE 2. 2 c ,E3 sT'ECITTCAT10Ns 2.,,e. oucnLE IRON PIPE 1NV.(OUT)=18.33 SITE DETAILS #2 BPo INVERT I 3,-{• IFN.(IN)-1B. i 3.2 BIKE BIKE BIKE BIKE BIKE T� PIP£ GPENINGS CAST 10 P1AN r IN OUTLET 1 2 3 4 5 !.! r NOTE: IF OPENING5 MUST BE CAST "'IS TIM SECT)ON r1d B' FROM JWNf THROUGH JOINT. SHOP DRAWINGS W BeBE REQUIRED. Y` NOTML 1. MANHOLE COVER TO BE SOLID AND WATER -TIGHT WITH NO VENT HOLES. + Ao 1/2 DULMOEIt OF PIPE 2. THE L04ER • llFACE Of THE COVER MD 'THE CORRESPONDING UPPER 12' COMPACTED BEDDR40 M47ERNL ICf 0.17 SURFACE OF THE FRAME SHALL BE MACHINE FRASHED t0 PROWOE SMOOTH SURFACE GRADED SEE NDIES RAT CONTACT OR Frr WRTtlIH ANY TENDENCY FOR THE COVER TO ROCS OR RATTLE. 1 k 4 ISOMETRIC VIEW z.sz o_c. PRECAST MANHOLE — 4 DIA. SANITARY SEWER MANHOLEEXCAVATE TO FIRM SOIL . _ SECnON A -A —� FRONT VIEW RIGHT SIDE VIEW NOT TO SCALE FRAME AND COVER VALVE BOX WITH SHUT—OFF INSIDE CONCRETE MANHOLE DETAIL *AVAILABLE IN POWDER COATBIKE RACK DETAIL NOT TO SCARF NOT TO SCALE'- -- - - — - - - - AND DURACOAT FINISHES NOT To SCALE Sheer Number: 10 OF 17 31' SC-740 CRAM13ER MANIFOLD/HEADER � 31 goofIORnmGi OR APPROVED EQUAL PIPE (TYPICAL) 12" S� —T CNOYev. ENOINEEfl IRO GRCfYP. P-G- il C E O L'RN 9YLl1NY PNOiE13911SNAL ENT3INEEH9 112 STATE ROAD (ROUTE 0. I L 2' Na DARTMOU77-I, MAOZ N� O B" I 0 8" 12• TEL-( 0SIM5D14 PAX:(503)M-5011 0 wwN:chuuhabRrouj— g, N PROJECT: 12 — — 72" HDPE N 2 PROPOSED GASOLINE FUJING T WOpE STATION WITH ASSOCIATED CONVENIENCE STORE & DRiV f \ TIIRU AND A 4 UNIT RESIDENTIAL. BUILDING AT 12" OF 2 INCH WASHED, f 1272, 1276 & 1282 ROUTE 28 CRUSHED, ANGIIL.AR STONE 12. OF 2 INCH WASHED, SOUTH YARMOUTH, MA (ALL MOUND SYSTEM!) O CRUSHED, ANGULAR STONE NON -WOVEN GEOTEXIIL£ 12" i (ALL AROUND SYSTEM) TO PREVENT SOIL MIGRATION T PREPARED FOR: (ALL AROUND STONES, TYP) MEND INSPECTION PORT I 6' SEPARATION PORT OMEND I FINISH GRADE T12" 7O FlN{SH GRADE ONE BETWEEN CHAMBERS (ONE ON EACH END) 1 CONNECT 12" C.I. EQUALIZING EKATERINA & FAMFLY4W ON EACH END) g• CANOPY EXTEND INSPECTOR 6' SEPARATION _ PIPE 55 LF. CONNECTING 1292 ROUIE 28 ROOF DRAIN PORT T9 FINISH GRADE BETWEEN CHAMBERS UNDERGROUND LEACHING (16) SC-740 STORMTECH UNDERGROUND LEACHING CHAMBER SYSTEM 1 (ONE ON EACH END) SYSTEM 12 TO SYSTEM 03 SOUTH YARMOUTH, MA NOT TO (16) SC-740 STORMTECH UNDERGROUND LEACHING CHAMBER SYSTEM (SYSTEM 3 NON -WOVEN GEOTDRILE 39' NOT TO SCALE TO PREVENT SOIL MIGRATION (ALL AROUND STONES, TYP) 12" MANIFOLD/HEADER _.r EXTERIOR WALL PIPE (TYPICAL) 1-1/4'a3/16• SHEET METAL STRAP - ANCHOR TO WALL WITH (EXPANSION SHRFlDS ACCEPTS 4" SCH 40 A. RaoF INN PROTECT STRAP WITH ENAMEL t PIPE FOR CLEANOUT PAINT, UNLESS GALVANIZED STRAP IS USED OR INSPECTION PORT OVERFLOW PIPE ao 12"OSPLASH BLOCK OVAL t2' - 90.7" ACTUAL LENGTT B' PVC PIPE TO INFILTRATORS 85.4" INSTILLED 6" CONNECT 12' CA. £OUALRINC PIPE - 55 LF. CONNECTING UNDERGROUND I LEACHING SYSTEM #2 MANIFOLD/ TO SYSTEM /3 HEADER / 12- PIPE (TTrAAL) BUILDING FOUNDATICN NOMINAL CHAMBER SPECIFICATIONS EXTEND BISPECRON PORE V SEPARATOR EXTEND INSPECTION SIZE (W x H x INSTALLED LENGTH) 85.4' x 51" x 30' TO FINISH GRADE (ONE BETWEEN CHAMBERS PORT TO FINISH GRADE Tv l 8' BUIDIN ON EACH END) (ONE ON EACH END) TYPICAL PICAI� ROOF DRAIN CHAMBER STORAGE 74.0 CUBIC FEET WEIGHT 74.0 LBS, ROOF GRAN (20) SC--740 STORMTECH UNDERGROUND LEACHING CHAMBER SYSTEM (SYSTEM #2) NOT TO SCALE Nor ro SC21 ALE STORMTECH SC-740 CHAMBERS IRTue n61B:I>b/zavmsk RerlsioOR sGLMD DDyER PTCMDE OLTERDm CR s¢ NOTE 2 NOT TO SCALE Na Dale Descripli�m I IpV1DE AAtU6TER5 TO STOWAGE Sl'l1E11 SNIT FINISHED GRADE 's CIL PORT _ LLGEND KEY TEST PITS WITNESSED HY THE ENGINEERING Yti 4'A CURET T-Os. - TOP OF SYSTEM 1, FLEXIBLE PAVEMENT DEPARTMENT SHALL BE PERFORMED IN THE�x�'' w� + -PAVEMENT 5�.. RISER PIPE T.O,C. -TOP OF CHAMBER 2. GRANULAR ROAD BASE AREA OF THE INFILTRATION BASIN TO 24 ' -_ S" INN, EL -INNERS ELEVATION 3, WELL OWED GRANULAR FILL. COMPACTED TO MIR, CONFIRM THAT THE SOIL TEXTURE IS 0' 4•s FM PIPE f B.O.C- BOTTOM OF CHAMBER 5Dx STANDARD DENSITY PER AASHTO T99, CONSISTENT WITH THE DESIGN AND TO LWLaS• MipAl 8.0.5. = BOTTOM OF SYSTEM 4. FREE DRAINGING ANGULAR WASHED STONE 3/4"-2" project Number:lA-SF(. DETERMINE THE ESTIMATED SEASONAL HIGH W/ 4' CAP 7, ) PARTICLE SIZE. COMPACTED TO MIN. 907E STANDARD .r�ts+7,I, cT�,_�.„ :1� y'4 1Y a = GROUNDWATER ELEVAnON DENSITY PER ALSHTO T99. GROUNDWATER TABLE (ESHGHT). S,t �n• PAVEMENT SUB -BASE svoRL4c�P1vL J ' r, '`• {ys Scale: AS SHOWN ` 6" OF 2 INCH 4- SCHE 40 PVC RISER INLET WISHED, CFlUSHEb, WITH RING AND C05Ri CONCRETE COLLAR �s.. -,ri, Des Bd By: CMS ANGULAR STONE- �r.ly.. COMPACTED FILL PER 0l1ILET FINISH GRADE .r. � •� .IT! OF ACCEPTABLE TABLE ATanR �: CMS Checked By: liC F.C. tZ �24.50 _ vy OF ACCEPTABLE Sh6e1'[Tde: IY Is' 1N —`-- --- --r--,-..-� -- - - - FILL MATERALS• INSEtTERT TEE HERE m-- - - — - f` FACE DOEOE CLASS 2 OPENM TO Ji 1 (- } x c - 8 1ti` h \T.O.C. E1--23.00 NON -WOVEN gGEOTEhTILE PLAN VIEW F - AF , �h SITE DETAIi S #3 4y NOTES: ti i - 2 RICH THE usL OF FIn6eLe CORNECRON Is REccux TEDED AT �1 Po'+� PIPE l J _ WASHED. CRUSHED, THE WHE a ERDurLLrSH WHO APPUCFRE. ^^^oddE�"' �. 12'4 INLET 2. THE COVER SHWLO BE POST111DH1F0 OVER THE INLET - 4} _ _B.O.C. EL-20.50� ANGULAR OMAWI PIPE DROP PIPE x THE CIL PORT. SUB�GRADE TO BE _ _ _ _-a (N,L, H - 20.0001L)) STONE BACKFlLLA (RELCJAULL) T, THE STORUORPTOR SYSTEM M PROTFCRD RY ONE Oil 6' MORE OF THE FOLLOAING US. PATENTS: 44WS 48, VETI6lI21 Br RECORD } i -2 INCH WASHED, r _ _ /5496J3i, 07257w, f•J735T15, I5E491E7, #WM765, OF RECORD 8' OF 2 INCH r CRUSHED, ANGULAR • A- y'' - ' r /6371690. WASHED, CRUSHED, SC-740 CHAMBER U •� '. ' , STORE BENEATH AND . -• 4. CONTACT A CONCRETE PIPE DNRpN REPRESENTATIVE FOR NOR -WOVEN (OTEXIILE OR APPRONEo EWAL - - I TO PREVENT SOIL LBGRATpN w- .ESTIMATED HIGH GROUND SECTION THRU CHAMBER � ER DETAILS NOf DSfm ON THIS DRAWING. SCOUR PROTECTION NETTING -' ANGULAR STONE WATER 16 42t AROUND CHAMBER BED• (ALL AROUND TOP & SIDES) (T'/P OF ALL INLET PIPES) SMRMTECH SC-740 STC 450i PRECAST CONCRETE NnTF' INFILTRATION CHAMBERS SECTION A —A AS REIG ANY SANDY LOAN BELOW SrSIEM As DY/GR AND REPLACE O ORRE IE STORMTECH 5C-740 SYSTEM (PLAN VIEW DETAIL) STORMCEPTOR (EXTENDED OILS_YSTEiyI NOT TO sP�,LE SANDY/IxEAYEL EACJIFILL m SATE xor 10 SCALE TO DESIGN IxF�TRAnON RATE. NOT TO SCALE Slimi Number. 11 OF 17 O B' GASOLINE SYSTEM LEGEND A -FLOW CHANNELS 1. FRP. TURBINE ENCLOSURE 11. DEDHAM ANCHOR SYSTEM B-TANK BOTTOM DEFLECTOR PLATES 2. FITTING KITS FOR TURBINE ENCLOSURE 12. DISPENSER C-PRIMARY TANK FITTINGS 3- FRP. SECONDARY CONTAINMENT COLLAR 13. DISPENSER SUMP D-MONITORING FITTING 4. RESERVOIR SENSOR 14. DOUBLE --WALL PIPE L-DOUBLE-WALL FIBERGLASS TANK 5. FIBERGLASS RESERVOIR 15. SUBMERSIBLE PUMP (REPLACES MONITORING FITTING) 16. FILL TUBE WITH OVERFILL SHUT OFF 6. CONTAINMENT COLLAR SENSOR DEVICE 7, MONITORING FLUID WITH COLOR TRACER 17. RAIL FLOAT VALVE B. ELECTRONIC INVENTORY GAUGE 18. OVERFILL SPILL CONTAINER 9. ELECTRONIC CONTROL PANEL 19. PRIMARY TANK VENT 10. SPOT STRAP ANCHOR SYSTEM GENERAL NOTES TO CONTRACTOR 1. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO OBTAIN ANY AND ALL PERMITS REQUIRED BY THE STATE OF MASSACHUSETTS AND THE TOWN OF YARMOUTH PRIOR TO COMMENCING ANY WORK 2. THE CONTRACTOR SHALL NOTIFY DIG SAFE TO DETERMINE EXACT LOCATION OF ALL UTILITY PRIOR TO ANY EXCAVATION (1-800-322-4844), & THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE CONSTRUCTION DRAWING AND TO NOTIFY THE ENGINEER WITH ANY DISCREPANCY BETWEEN THE DESIGN AND THE MANUFACTURES REQUIREMENTS AND ALL LOCAL, STATE AND FEDERAL CODES. 4, PROPOSED UNDERGROUND TANKS AND PUMPS SHOWN ARE SCHEMATIC ONLY. TANKS INSTALLATION, LAYOUT AND PIPE SIZING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE MANUFACTURES. THE STATE FIRE MARSHALL AND MASSACHUSETTS BOARD OF FIRE PREVENTION REGULATIONS, 310 CMR 80.00, THE FIRE SAFETY CODE AND THE LOCAL FIRE DEPARTMENT. THIS DRAWING IS NOT INTENDED TO SHOW EVERY JOINT, FITTING AND CONSTRUCTION DETAIL THE NEW TANKS & PIPING DISPENSERS SWILL BE EQUIPPED WITH 501 M IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. 5, THE CONTRACTOR SHALL DE RESPONSIBLE FOR THE SECURITY AND JOB SAFETY ON THE SITE, THE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH OSHA' AND THE LOCAL MUNICIPALITY CONSTRUCTION STANDARDS. 6, THE CONTRACTOR SHALL BE CERTIFIED BY THE MANUFACTURERS TO INSTALL THE PROPOSED SYSTEM COMPONENTS IN ACCORDANCE WITH THE MANUFACTURES REQUIREMENTS. 7. PROPOSED UNDERGROUND STORAGE TANKS AND PIPING SHALL BE TESTED PER THE REQUIREMENTS OF THE MANUFACTURERS, THE STATE FIRE MARSHAL,L AND MASSACHUSUM BOARD OF FIRE PREVENTION REGULATIONS, 310 CMR 80.00 PRIOR TO OPERATION. COPIES OF THE RESULTS SHALL BE SUBMITTED TO THE LOCAL FIRE DEPARTMENT AND OWNER. S. THE CONTRACTOR SHALL CONSTRUCT A 4D00 PSI, AIR ENTRAINED. REINFORCED CONCRETE PAD IN THE AREA SURROUNDING THE FUEL DISPERSING ISLAND AND OVER THE UNDERGROUND STORAGE TANKS. THE CONCRETE PAD SWELL BE SIX INCHES THICK OVER SIX INCHES COMPACTED GRAVEL 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ANY UNSUITABLE OR SURPLUS MATERIALS PROPERLY OFF SfTE IN ACCORDANCE WITH LOCAL AND STATE ENVIRONMENTAL CODES, 10. THE CONTRAI;TOR SHALL INSTALL A MONITORING SYSTEM TO DETECT ANY IFAK IN THE PRESSURIZED PIPING SYSTEM AND SHAH TEST TO NO LESS TWA 60 PSI THE PRODUCT LINES AND PRESSURE TEST THE FUEL DISPENSERS/SUMPS AND THE UNDERGROUND STORAGE TANKS, SUMPS, OUTER AND INNER WALLS PRIOR TO RESTART OF OPERATION. 11. THE CONTRACTOR SHALL NOT TERMINATE THE 'VENT PIPE- FROM THE UNDERGROUND STORAGE TANKS AT THE FILLING LOCATION OF THE TANK OR FIVE FEET FROM THE OPENING OF DOORS AND WINDOWS. THE VENT PIPE SHALL BE FITTED WITH AN APPROVED WEATHER HOOD SCREEN. 12. THERE WILL BE TWO (2) 15,DOO GALLON DOUBLE WALL TANKS. ONE SPLIT COMPARTMENT TANK WILL CONTAIN 10,OOD GALLONS OF REGULAR UNLEADED AND 5,000 GALLONS OF DIESEL FUEL THE OTHER SPLIT COMPARTMENT TANK WILL CONTAIN 10,000 GALLONS OF REGULAR UNLEADED AND 5.000 GALLONS OF SUPER UNLEADED GASOLINE. 13. ALL TANKS SHALL BE EOLIPPED WITH CONTAINMENT MANHOLES. OVERFILL PROTECTION AND COAXIAL FILL DROP TUBES FOR VAPOR CONTROL. ALL PIPING SHALL DOUBLE WALL FLEXIBLE TOTAL CONTAINMENT. 14. THE ISLAND BOLLARD SHALL BE A MINIMUM 4' DIAMETER, SCHEDULE 40 STEEL PIPE U-SHAPED FILLED WITH CONCRETE. THE PIPE SHALL BE SET IN 4000 PSI CONCRETE FOOTING, 24' IN DIAMETER AND 3'-6"DEEP. 15. THE CONTRACTOR SHALL CONFINE HIS OPERATIONS AND ACTIVITIES WITHIN THE PROPERTIES RIGHT OF WAY. NO PROPOSED WORK IS ANTICIPATED ON PUBLIC STREETS. 16. THE CONTRACTOR SHALL MAINTAIN ALL EXCAVATION IN DRY CONDITIONS. 17. ALL EXISTING UTILITIES WATER, CAS, DRAINS, & ELECTRIC SHALL BE PROPERLY PROTECTED AND MANTANED DURING THE CONSTRUCTION PERIOD, 1B. THE CONTRACTOR SHALL SHORE, BRACE, SHEET PILE OR OTHERWISE SUPPORT THE EXISTING BUK.DING, UTILITIES AND STREET NEXT TO THE PROPOSED UNDERGROUND STORAGE TANKS DURING EXCAVATION. 19, THE CONTRACTOR SHAH STRAP THE UNDERGROUND STORAGE TANKS TO THE CONCRETE SLAB PER THE MANUFACTURERS SPEC, CONCRETE SLAB SHALL BE SIZED BY THE TANK MANUFACTURES' TO RESIST UPLIFT WATER PRESSURE AND TO PREVENT TANKS FROM MOVEMENT. 20. THE APPLICANT SHALL REVIEW THIS PLAN WITH THE LOCAL OFML4LS TO CONFIRM ITS COMPLIANCE WITH LOCAL CODES AND ZONING BY-LAWS AND TO OBTAIN ANY PERMITS OR VARIANCES FOR THE PROPOSED WORK SHOWN ON THE PLAN. 21. THE CONTRACTOR SHALL RELOCATE: UTTLTIES IN CONFLICT WITH THE TANKS LAYOUT IN ACCORDANCE WITH APPLICABLE CODES AND REOVIREMENTS OF UTILITY COMPANIES. 22. LOCATION & DEPTH OF EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION. LOCATIONS ARE NOT WARRANTED TO BE EXACT, NOR IS IT WARRANTED THAT ALL EXISTING UTILITIES ARE SHOWN. 23. ALL WORK SHALL CONFORM TO THE AMERICAN PETROLEUM INSTITUTE (API) STANDARDS IN ADDITION TO LOCAL, STATE AND FEDERAL REQUIREMENTS, PEA STONE FILL PER 12" CONCRETE PAD /" MANUFACTURERS SPECS. /-ASPHALT 7SWPEC.& 15,000 GALLON 15.000 GALLON DOUBLE WALL DOUBLE WALL 2 SPLIT COMPARTMENT _ _ 2' _ SPLIT COMPARTMENT ._ Z' UNDERGROUND TANK �; j UNOERGROEINO TANK -cp ti .- - (IDK REGULAR) 1 (IDK REGULAR) \ (SK 91ESEL) (SK SUPER) I IEJI �2 "�DEADMAN ANCHOR PER DOUBLE WALLED UST PER 8' SAND PER MANUFACTURERS SPECS. MANUFACTURERS SPECS. MANUFACTURER'S SPECS. (SEE NOTE /19) (BY CONTAINMENT SOLUTIONS 12' CONCRETE PAD PER INC. OR APPROVED EQUAL) MANUFACTURERS SPECS, SECTION A -A THRU NEW LIST'S NOT TO SCA'if �I�On9PH EHPIHEERINR GROUP, P.C. COHeu�nr,a PPor[seroHnL EHnrRE[Re 112 STATE ROAD (ROUT H 6), Na DARIMOUTH, MA 07At7 T IL.(50d)95&5040 FAA:f.%8f858500 waw.Hw,>baLgroep.<om PROJECT: PROPOSED GASOLINE FallNG STATION WITH ASSOCIATED CONVENIENCE STORE & D THRU AND A 4 UNIT RESIDENTIAL BUILDING AT 1272, 1276 & 1282 ROUTE 28 SOUTH YARMOUTH, MA PREPARED FOR: EKATERINA & FAMILY LLC 1282 ROUTE 28 SOUTH YARMOLMi, MA cr HAM x R:NOU9m1 L Na36736 N' Project Number: 20-586 Smie: AS SHOW N Designed By: (-MS D1 By: Ch1s I CToecked By: ITC UNDERGROUND FUEL STORAGE TANKS DETAILS Sheet Number: 12 OF 17 FIRSTFLOOR FINISH SCHEDULE ROOMNAME FLOOR CEILLNG WALLS SALESARFAS CERAMICTILE ACOUSTICAL PANELCEILING TYPE-A"GYPSUM BOARDW; PLASTER FINISH (TYPICAL) STORAGE CERAMIC'HLE ACOUSTICAL PANEL CEILING TY PE -i"GY PSUM BOARD WI PLASTER FINISH (TYPICAL) UTILITY ROOM CERAMICTTLE ACOUSTICAL PANEL CEILING TYPE°X"GYPSUM BOARDWIPLASTER FINISH(TYPICAL) BATHROOMS CERAMIC TILE. ACOUSTICAL PANEL CEILING CERAMICTILE CDFFEESHOP CER"ICTILE. NON -ABSORBENT OROL 1 SMOOTH PLASTIC CEILING TILES CERANON.ABSORBENTGROU MICTTTEw7T NOTE: ALL FINISHED STYLES AND COLORS TO BE DETERMINED BY OWNER FOR COFFEE SHOP FINISH SCHEDULE REFER TO COFFEE SHOP PLANS. SQUARE FOOT TABLE LOCATION SQUARE FEET COFFEE SHOP 1,200SF. CSTORE z690&r. TOTAL 3.890SF- 35' 12' 23' _ _=LC3R�C PNIL7,5 & PUTAP coti7oi i I STORAGFJUTII..iTY ,0FFIIC ROOM J 15, F 5, F 24, 6„ 111.611 41 3 0 ? o C IV WAIL GONDOLA h rly ir1 _ fi �Cot � '^ �� -- 5 I OFFICE 8'-2e O o °❑® ❑ °❑E �Y 20'-8" STORAGE!TILI UTY ROOM - Q y % OPEN AIR O O I� C Q 1 I" PROPOS COFFEESHOPAREAPROPOSED Q k NVENIICESTO +n chi `APPROX.1,200t S.F. 1 '�j = APPROX• 2,690t S.F. �h GONDOLA 5. GONDOLA O O err; GONDOLA I M. 5 26 1 L A GONDOLA ° ° woMr�v; GONDOLA-.— w n Fq2NDo NDO R z FJ 31CIRAGI; �l O O O O CONDMIENPCOUNTER E3 I O O O O 0 © - - L I. _ - - .__ _... - - �, T-6` vy 4'-6e 75' PROPOSED C-STORE FLOOR LAYOUT SCALE t14"=P-0' C NCu9AN EN OIN EE91N ri U... P. a CON 9u LriNA PHCFE991CNAL EN8IN EEQF3 1125TAT8 ROAD (ROUTB 6), NoDARTMOUTH. MA ffV47 TEL:(5ffl)858-3W0 FAX(5TIs)858-M4I wrw,h-bahgoep.— PROJECT: PROPOSED GASOLINE FILLING STATION WITH ASSOCIATED CONVENIENCE STORE & DRIVE THRU AND A 4 UNIT RESIDENTIAL BUILDING AT 1272, 1276 & 1282 ROUTE 28 SOUTH YARMOUTH, MA PREPARED FOR: EKATERINA & FAMILY, LLC 1282 ROUTE 28 SOUTH YARMOUTH, MA or ceouenir �� �1 ProjectNumber: W-566 Scale: AS SHOWN Designed : CMS Drawn By: CMS IChecked By: HC Sheet Title: PROPOSED CONVENIENCE STORE BUILDING FLOOR LAYOUT Sheet Number. l3 OF 17 WHITE ALUK dW STYLE GUTTER 1.4 PA1N(FL 1.12 PAINTED APPIIE BUILTUP FVI ASSEMBLY COL CoPPER ROOFED FvC CUPOLA CAFE ODD CUPOLA STAM)ARD UNIT W1414 UTE PATTERN ALL SIDES COLOR REL BRILLIANT WHITE Isf PVC RAXH BOARD GOLAR: HRILIANTWHLTE --- - 1.10 PVCWSRAKE BOARD COLOR. BRILLIANT W riOE 12 4r W CROWNPVCPR1 ZE C R BRHIIANT WHITE OJEORD--GRAY ARCMTHCURAL AM IIALTVIINUIES (TYPICAL) -11{Iir!11! ! E{11i111 RlilEE113E. P IIFLl +i N 1l:I`I BiFllrP 3 Fd lbiAlll F-i:tl IN L {Id PIII1:�1 id.1111811111\. ll;lII1Fl1?t,! 1 Q 7k{E II ■ilkl� I`L ; 81F NII �a! !� I�R III T - RI IIIIIlli4 0! !!! 1111 dFF II LET IlII 141. /1111l, •• ,_: ! JI 1! ea 11I 1811E1 11 L1r IIII�! n! !!! ICI RII1 Nf r iFTTh Ff'TIIIA 81 iNll IEBBId ii\` 1.. 11111 0! !!! 1111E I . . ' , Ilillllll 11',81111 i'l E1111�1im. i!!! I! ,.. �..IiTll•n�•.•.,,...•.nn - 41l11E81 P i 1 IRIF 1. N734ilTM► II 14 EX • d331ii•N ie 111 lf•••31l11! Ll111/a01 RIB81NilHFI�Lt1Y ,, �......, .. .. --Ti .�...I, -... =,.... rG■Gl11III.II��II�'IyII ■�Fi'i STD � 4� . IA .iiii' 1w1i1 ALAIN BOLA COLOR: PER BLTILTUPPVCPRASTER WINDOW PANEL COLOR, 1' n Y D PROPOSED C-STORE FRONT ELEVATION (ROUTE 28 COPPER RORPHD PVC CUPOLA CAPE OOD CUPOLA STANDARD U NIL' W141411TP. PAT'iERN ALL SIDES COLORB.K BRKUANT WH11E AUIWIAIICDRIVEJ BUB,TUPPA ;TEDPVC THRUWINDOW PANE.COLOR:WHITE PROPOSED C-STORE LEFT SIDE ELEVATION SCALE: PROPOSED'REVERSE' DORBIERINSET 1N'IDRO[`A r rNE 07�074PGRA.Y ARC111TECCUItAL ASPHALTS14MLES (TYPICAL)� WIH7E ALUM 6 W STYLE GUT nm W PAINIFUPVCTRRA- I112 PABPED PVC 1R1M- APPLIED PAINTED BUILTUP PVC PILASTER ASSEMBLY COLOR WHITE OXPOR6GRAY ARcm TEcTURAL ASP [ALTHUNGLES(TNPFCAL) INrPAIN IPD PVC WE4DOW CASING HARDI-PLANX SIDING APPLIED AT EXPOSURE MAIN BODY COLOR: PER OWNERS (TIOILT? (TYPICA -APPLD(D PAQCIiD BUE,TUP FVCPD.ASTEI ASSEMBLY COLOR: WHTE BOARD COLOR WRITE MRUNIBDLTGHTPIXIURE CX)PPBILROOPE➢PVCCUPRLA h4 PVC RAKE BOARD CAPE COD CV POLO STANDARb A RRIIlIPNr WHBTE UNITI ]I7EPATTERNAll SIDES 1.10PVC&VERAXBBOARD COLARHM HRD[IMrI'WHTIE - COLOR BRILLIANT WHITE COLOR HR[L1Lw'I'WHITE OITORD1rRAY ARCHI1E4117RAL ASPHALTwuWm,IE9 (TYPICAL) - 1s12 PVC SUB FRIEZE COLOR HR[LLTANTWHITE PROPOSED EXTERNALLY ILLUMINATED WALL MON(20 SP.) — — _ PROPDUM) KNEE WALL TO IUDE -- gSOONOPROOPROOPTOP _ h1ECIIAMC Ltn4m l2 PA[N-1PD PVC TRIM - SH[HI.DEB) LED WAIL y WHITE ALUM 6'1C (SEE PROPOSED MaM WALL TO HIDE & SOUNDPROOF RUOP TOP OEC'IIAMCALUNTIS r� mHh �l .To- IFEICTURE AQWL STYLE GUEER L.12 PARYED PVC TRIO[ APPLTE➢ATSEIPDSURE 1 OWNER➢YCAIOR:PER _ = f7WNBR9 Mo1 LE(TYP(Cu.) ) - - - 6UR.T VP PVCPH.ASTFR pw ASSEMBLY COLOR WHITE 1,8PAINIKDPVC EOERIOR(7rl; 1Pl-'LL ALUh1II4Uh1@ UH,T fR PAINTED PVIPRRPG= WJNDUW CASB4G CLASS STORBPRONTIIOOR aWSIDH UTPS PANEL COOR:WHI'm LACK SOX PROPOSED C-STORE RIGHT SIDE ELEVATION PARKING LOT sc L =V-W W PLEA ROOIT.D P V C CUPOLA CAPS cDDCUPOLA STANDARD UMTW1"LITE PATTERN AILSIDES COLOR BM. BRILLIANT WHIM iAPVCRAKEBOARD WLARB 11�a*iTW18TE LlOPVC SUB RAIKEEOAR➢ L2 CIDLOR HAILIIANTWHITC ® �4 11NCROWNPVCPR1PlE CCIlAR BRII.IIAM WH17P hl2 Pvc sUR r3UPZH COLOR: RRIL IANT WHITE T 1ri PAINTED PVCTRIM TB ALUM." TYLE GUTFER U12 PAINTED PVC TRIM _ — HARDI-PLANK SWING APPLIED ATSEXPOSURE hWN BODY COLM: PER OW % CHOICE (=ICAL) BUILT VP PVCPILASIPR ASSEMBLY COLOR WHITE TSTPELEGRSSSDOOR —PVC MUD BOARD COLOR WHIM C-STORE REAR ELEVATION GNgUB6X ENnINEYRINq GHOUL, a Ca NquLTINH PgpF[Heloga� Ex HIN[[ae 112 STATE ROAD (ROLFM6), Na DARTMOUTH, MA 82747 TEL-(SM 't',3-50iB EAY(508) SSS-5041 wuwa—b.4Idlp.rom PROJE)C1: PROPOSED GASOLINE FILLING STATION WITH ASSOCIATED CONVENIENCE SPORE & DRIVE THRU AND A 4 UNIT RESIDENTIAL BUILDING AT 127Z 1276 & 1282 ROUTE 28 SOUTH YARMOUTH, MA PREPARED FOR: EKATERINA & FAMILY, LLC 1282 ROUTE 28 SOUTH YARMOUTH. MA FTArIDLA QASIRAH l� Lena Sj trn Project Number. 20-586 Scale: AS SHOWN Designed By: CMS Drq By: CMS Checked By: ITC PROPOSED CONVENIENCE STORE BUILDING ELEVATIONS Sheet Number: 14 OF 17 BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM PER STATE & LOCAL FIRE PREVENTION& BUILDING CODES. W FINISHED SCHEDULE _ NAME FLOOR COLING FALLS N rvRAMICTLF TYPE W GYPSUM BOARD Wf TYPE W GYPSUM BOARD W/ PLASTER FINISH (TYPICAL) PLASTER FINISH (TYPICAL) OM FBATHROOM HARDWOOD TYPE W GYPSUM BOARD W! TYPE W GYPSUM BOARD Wi FLOORING PLASTER FINISH (LYPICAL) PLASTER FINISH CIYPICAL) CERAMICTILF. TYPE 7C GYPSUM BOARD W1 CERAMIC TILE PLASTERFINISH (TYPICAL.) ROOM HARDWOOD TYPE 7C GYPSUM BOARD Wl TYPE WGYPS" BOARD W/ PLOORINO PLASTER FINISH (TYPICAL) PLASTER FINISH (TYPICAL) N078: ALL FINISHED STYLES AND COLORS TO BE DETERMINED BY OWNER 421 SQUARE FOOT TABLE LOCATION SQUARE FEET ht FLOOR 1,900SF. 2ud FLOOR 1.855 S.F. TOTAL 0,755SF. 6'-8" 1 3' 11' _ - 3' _ 11'-11" 2'- i� 00 ©0 # a 60 E rh I I M UNIT 43 UNIT #4 a 940 S.F. 940 S.F. • BATH BATH BATH ' NTH zo UNIT #1 UNIT #2 940 S.F. 940 S.F. I � I I I I € I m L— —� i1 1 ns 1 £i 00 ©Fs 777>1 0© DO LIVING � r � 2( ROOM KITCHEN I KITCHEN 7 I I I 1 I I 12'-6" 17 12'4" 42' PROPOSED RESIDENTIAL BUILDING Ist FLOOR LAYOUT SCALE: 11<"=1' 3,_6" i': b l � [7BEDROOM #2'BEDROOM #2 7 110 S.F. N 110 S.F.__ � E! BEDROOM #1 BEDROOM #1 j _ _ _ _ [p — — CLOSET 18 S.F. 145 S.F. L 14K S.fJJ CLOSET 18 5F — — Cp 10 a BATIi CLOSET CLOSET 18 S.F. rBAiH °a 0 0 N b N °o 0 BATH] a �� v � CLOSET 18 S.F. GLOSSY 18 S.P. 0 o — — CLOSET 18 SF CLOSET 18 S P. 10 — — BEDROOM #1 BEDROOM #1 _ 145 S.F.]145 S.F. o BEDROOM #2 _ .__ BEDROOM #2 a 110 S.F.. 110 S.F. '-1 4 9-11 in 9' 11" N en -10 - 8'- �1 Y-6"1 l 7.3" JI Y-6"� - 8' 42' PROPOSED RESIDENTIAL BUILDING 2nd FLOOR LAYOUT SCALE-, 114'=1' CITAvgsN �unlu eewlua flaoun, v CONBULTINR %�RF]iGas,r,NA� EN8INECRB 112 STATE ROAD (ROUTE 61 No. DARTMOUTH, MA 02741 TBL:(508)858-5W FAX(508)855-5W1 uwxc�R"ba118mup.cam PROJEILM PROPOSED GASOLINE FILLING STATION WITH ASSOCIATED CONVENIENCE STORE & DRIVE THRU AND A 4 UNIT RESIDENTIAL BUILDING AT 1272, 1276 & 1282 ROUTE 28 SOUTH YARMOUTH, MA PREPARED FOR: EKATERINA & FAMILY, LLC 1282 ROUTE 28 SOUTH YARMOUTH, MA Q'A H.95rY1 ri CI[0[f8� Nol6%36 Project Number:20-586 Sale: AS SHOWN Designed By: CMS Dras By: CMS I CMtked By: HCl Sheet Title: PROPOSED RESIDENTIAL BUILDING FLOOR LAYOUTS Number: J 5 OF 17 ARMTEL`"ALGRADE PVCGABE HRACKHT 12 SHIGLESIDINGAPPIIED �6 OXFORD GRAY ARTEMIRIAL ATSEXPOSUREMAIN _ A5P}3AI:TSHINGLL'S(TYPICAL) BODY C'OIOR: PER- - - OWNER5C3L01C$(7YPICAI.) - - - -� APPUEDPAINTED - _ ..... STYLE GUT7ER BL1E:7UP PVC PILASTER ASSEMBLY COLOR: WHITE - o AAT]L?RSCN 3007ILTWASH -_--' - "' APP11P17 PAIN'IY.O h DBI_H,7,.'Et iG-SEDT. GRID K iBm OR APPROVED EQUAL .. ... ASSEMBL�YIIcrt %I Ind FLOOR IV"] PLANK SIDING _ MAPI48DaDr Cat'SPER I f05�'h7;R'!r:][UIG7'-1'n'PIGII.) PRIOR __ _ Ikl r<i a GUESS ubnit I,%C ,V'.0 1!C1.VtD CCrwR: W711iL ARCHITECTURAL GRADE PVC GABLE BRACKET COLOR B.M. BRIIIIANT WHITE IPRIDCE SHIGLE SRI<NG APPLIED ---- __ AT.SBXFOSUREMAIN - - - BODY COLOR PER -._ .... OWNERS CHOICE(3YPICAL( r ANDERSEN 400 TILT WASH— T DM, MGw) W EXT. GRID ����l � I OR APPR OXP. D POUAL T - f PROPOSED ��oj� L LOCKBOX- 3' SILLL LGRUSS DOOR - PROPOSED RESIDENTIAL BUILDING LEFT SIDE ELEVATION (PARKING LOT SCALE: 1, =1' P PROPOSED RESIDENTIAL BUILDING ELEVATION (ROUTE 28} OXFORD -GRAY ARCHITECTURAL ASPHALT SHINGLES (TYPICAL.) WHITEALUM.6' W -STYLE GUTTER APPLIBUPADUED BUILT UP PVC PILA97ER ASSEMBLY COLOR: WHITE HARDI-PLANK SIDING APPLIED ATS EXPOSURE MAIN BODY COLOR: PER OWNBRSCNOIcE (TYPICAL) -APPLIEDPADFIED BUILTUP PVCPIIASTER ASSEMBLY COLOR: WHITE MUO BOARD COLOR: WHITE ARfH TrFcTi RALGRAD6 PVC GABLE BRACKET COLOR RM. BRILLIANT WRW S16OLE SIDING APPLIED AT 5' F.)¢OSl1R6 MAIN BODY COIDR: PER OWNERS CHOICE (TYPICAL) ARCPH'1F.CIURALGRADE OXPORUORAY ARCHITECTURAL PVC GABLE BRAL'ILET ASPHALT SIINGLBS (TYPICAL.) COLOR B.M. BRir I IAA FAT-0TP. RODE RIDG SIIGIE SIDING APPLIED - AT 5-EXPOSURE hIAIN _ BODY (7OLOR: PPEi�_.� OWNERS CHOICE(TYPICAL) _ - —�--__ -- - - - WHITE ALUM. 0 W N7 ANDERSEN 400 TB-TWASH 13BLHUNG w150 ELT. GRID OR APPROVED EQUAL - _-�.-- APPLIED PAINTED BUI.TUPPVC PILASTER & ASSEMBLY COLOR: WHITE 312 - -.-- .- - r ... SPRINKLER RGDM HARDLPLANK SIDING APPLIED ATS EXPOUJRB _ MAIN BODY COLOR: PER a -- "__ .." .--_. ... . - OWNERS CHOICE (TYPICAL) WLTOOR 3' SLLLL lUIil:SSDUOR PVC MUD BOARD COLOR: WIR'IE PROPOSED RESIDENTIAL BUILDING RIGHT SIDE ELEVATION SCALE: OXPORD-GRAY ARCIRTEC'MRAL AWHALTSHINGLES(TYPICALl _____.._,... WIDE ALUM. a-K' APPLIED PAINTED S7yLE GUTTER BUILTUPPWPILA57BR ASSEMBLY COLOR: WHITE ANDERSEN 4COTILTWASH DBLHUNG-f W EXT. GRID _ _ _ BUILTUPPVCPRASTPR r,R .{I'PR,\Eb EQUAL ASSBMBLYCOLDR:WHI7B - -- - ____ _ - .. .. _�.�. ._,. 2.dPLOOR - - - HARDI PLANK SIDING _ - APPLIRE BODY COLOR: MAIN BODY COLOR: PER MAIN OWNERS CHOICE (TYPICAL.) L4rPLOOR 31SIEEL WUR 'a ST F:YI.£GRE55 DOOR PVC MUD BOARD COLOR: WHITE TO SPRINRIPR ROOM PROPOSED RESIDENTIAL BUILDING REAR ELEVATION ALE:11T-1'. CuqueAi� Euaru [[arNo GRaLP, a Cqug4�*ruq ?aor[aeloR n� Eu orRe[ae 112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747 TE,:(M8) 55S-5010 FAX(SOS) 556-5011 ava.choubnhyoup— PROJECT: PROPOSED GASOLINE FILLING STATION WITH ASSOCIATED CONVENIENCE STORE & DRIVE THRU AND A 4 UNIT RESIDENTIAL BUILDING AT 1272, 1276 & 1282 ROUTE 28 SOUTH YARMOUTH, MA PREPARED FOR: FKATERINA & FAMILY, LLC 1282 ROUTE 28 SOUTH YARMOUTH, MA R�W-m Project Number: 20586 Seale: AS SIIOW N Designed IJy: CMS Drawn By: CMS Checked 13y: HC Sheet Tide: PROPOSED RESIDENTIAL BUILDINO ELEVATIONS Sheet Number: 16 OF 17 PROPOSED POSITIVE LIMITING BARRIER PROPOSED OVERHEAD CANOPY EOLLARDONE EA 6 SMELBAFETY- - ROLIARD ONE EACH j f� sirm(SJEE DDETAtl3) m SIDWSEBDETNLS) EB I r MULTI�PRODUCP� FCELDISPENSER'.-) MULTI PRODUCT FUELDISPENSER r (3+IiWf DIESEL! (3+I WI'DIESELI IF �y W (� f I i I WRAPPEDSIEPT. - COLUMN VAIII PVC RAISPDPANPIS A WRAPPED STBY3. COLU'dN WITH PVC ' RAISEED PANELS ai 1i - N Ic ED` p C0NCRBTEI (3'c2G5'TYPICAI,) �- -'I I -i CONCRETEISiAIID (3'x26.5 TYPICAL) V7 WRAPPED"EELJI i'• WRAPPEDS']EEL R w COLuw WL7HPW (p RAISED PAN! N I /'� OULUMNWIIHPVC :}�-i RAISED PANELS 22 .MTJ1.71-PRODt;cr MMTI-PRODu`J`I ' i F.um I.S. _ - PUBLDI5PBNSBR I-" _ (3+l WINESEL) I _ (3+1 WlDIESEL) E- 0 4 7, 03 E I 7wslVF!L&APM l STEEL SAFETY BOLLARDONE YACII III 3.Nl "oLIARD DNA, SALT-I —91P8(SEEDRpq[L9j - _. SiDEISEE DETAILS, CANOPY PLAN VIEW SCALE YI(5'=1'-0" eRwo�.n+r.sY ovaerre�w CA?fpPf W{'DIIIBPPDRppP OURI PtRESUPIREGSfX] PROFOSW PUFM BISLAHt16(IYP) IpAI(BY giEyrRg) r r I 1ar 3a lo' wcwxAl�m WRAPPPL nun.neRwcwr SIYermI,HNN asvLTI.PR[:nuci srr�.aa.Vbvr PuaosPPlrsx evaT)ISR p.t w17[itaL'4'Lj {J+I wITIt oleo.) v MPD Ixa'a�2,sxs MPD Rtotusrps'a•xxae y 19.A7® f3 r cAL) I (TYPICAL.) S' SieP14APETY R]LiART)ONE 6' SIPPT. SAFETY_ - DOLARDk ' ETu31 srx FACK SME DPTAILS) YAOkVS®G1NOpY `PRIX+f»Q{t1091' eoolHro iTYPicAL) POOIHF']{TYR uj CANOPY SIDE ELEVATION SCALE: 3.'lfi"=1'-a' NOTE - SEE STATE APPROVED FIRE SUPPRESSION FOR POSITIVE LIMITING BARRIER DIMF_.NSIONS AND FIRE SUPPRESSION SYSTEM 6-- DIA S(3i. 80PIPE 6' CONCRETE PAT) 1! CCNQIETE ALL _. ARQUKD(TYPIGIL) TYPE "U" BUMPER DETAIL NOTTO SCALE. FPAVFMFNT — IZ (MAVEL SUBBASE 3'F[BBRkIL453 VENTLINB T rq E1kCILE PRODUCT uF INSIDE r mmanIE 0MTAIN9Z4T L XE TYPICAL TRENCH DETAIL NOT M SCALE PRO Q'.w CIVPRIiPA➢ OiNCPY WITm"W ROCS OVGi PR{P.SHPR maS m SYStFM (BY OISU9tS� PRCFafi®YUF4P3 A SSIaNfis (1]'P) 47LTGRDUAAY ARLit1t1+L'F1RN. ASPiW.T S-m'1G1IS (TYPiCALj MULn PRODUCT PR�QILTItAPD IMVLH.NYO➢1SCI PVP11]34PNi[Rt SY IlftQ' WIm m amsTa"ec_4PMED(s+t rCRi Dammam wIn+Dlesa.j (�+t wtlrtt_j IIdYIX BUSDOiG) Rvkrc�cTtLxLmED ifi�aAffi YYIYH hTu eROR aPl Zb`KS• I I j b'SIY�.S'1PEIY h'�SZU RSAe61Y g �YIG LJ I 8:1L �ON2 L-- � � ISPxeernns) (Se1'L: L?AQSI RtQPC6®CANGPY eeoPos®cAH�Y POb11HG [IY'RCAL) PCgIIHG)YYPI('1S.) CANOPY FRONT ELEVATION SCALE: 3/16"=L'-V C Nd Nutty ENCINEERiNN (3HCNP. P.C. ca 112 STATE ROAD (ROUTE 61 N. DARTMOUTH,MA02.47 TRL(508)85&_"0 FAX(508)SS&SNI axw,cl,ovbahgmuprnm PROJECE. PROPOSED GASOLINE FILLING STATION WITH ASSOCIATED CONVENIENCE STORE & DRIVE THRU AND A 4 UNIT RESIDENTIAL BIJUDING AT 1272, 1276 & 1282 ROUTE 28 SOUTH YARMOUTH, MA PREPAR£R FOR: EKATERINA & FAMILY, LLC 1282 ROUTE 28 SOUTH YARMOUI-H, MA Project Number: 20-M6 . I Mma &: CMS I Checked Rv: HC ■ CANOPY ELEVATIONS & DETAILS PARCEL LD.: 60_132 OMER: IMAD JAY IR DEED REFERENCE BIG 2D629 PG 4B LOT AREA: f6, 777 S.F. (637 Ac.) PARCEL LO.: 60_737 DEED REFERENCE: 6K 2FO43 PC 613 LOT AREA. 21,780 SF. (0. 50 Ac) PARCEL LD.: 60_130 PLAN REFERENC !Z Plan 1 61-151 ONNER' KAWRYN L. KRGN Plan 1 W-67 Plan f 110-125 DEED REFERENCE• RK fO244 PG 194 Plan 1 110-143 Plan 1 357-83 LOT AWA: fl,936 S.F. (0.27 Ac) Plan F 370-8 .z3u vae> � Kt.EAz Ex FENL'f � E a � r ` .� .zA al. xT.1 tI A/i I (ay/` y'gy Ex. FDOX -G xANCY C - " WF /fl \ y BodF/Page. z860 ?419 ' 10.33 .z.Try DO P=y 10 3a_r4! APPAIP IE •udl 1 D .�.'E LGV EX SDIM rAAW ❑ _ !� Y ! N AaVr� xwcY c -� .- CO -IRS i .r.v, r! 1AaVHY `x A Oa.* Tvl 1 25913/P3r M1 La75C K3 t hty Or 6P_rs27 1 opw 1 - / /1T713 - I y 1 =nx 11 I �AaJP1 1t f 71 f \ I I TI r 1 } 15 / N v XAIIW L - L.M. Y P BwRae yr b' 70TI!/T94 / EY so_rm 1 vAy. i 11\ i 1 NOS REAL Fir LLG I � 6oaF/Pa➢c 51057137 i PrtA,rer m: 60_129 I .0 1 I 1 I r I yn \ I . Y' f ` xeaza36 252+00 4 q'E P t IF 1T`1 77 191. Ex 3 rAAW '% E[LA�3'ITfA�4�' "+' O !, omfu c y �11, APPA17.19G TF LCCAJAW }\ /' O ( 0270 0 �,y,Ly j If sr»c slsrcv i� 0 P.r'h APPMJJ9V.1 r£ /l176 EA'A R A d FAIPLY LLC\ 7P 3e.1 � / — � LOC47M Or (G51TAQf C/B .LI r AMAD } R i -£A'. STPRc7A DNEUAW Prq- !+so EX PAI£ACNT 2 r cs$/ Tygti r o �i•./ x/Y U I of WAD .Hr ne l qA P«#/popar 1P619�t9� ppP8 P270 �2A Properly AT 6P_l.I1 \ IX°AS >WC , J I #1 T 7 2*J 'O - - 1 � y i l i } rx c'aVc ILNLW \� ex. PAxwnvr I LA sxea �� � �2Y` np CAA £x eAND11'xT t � � \ I CA1 ZONING TABLE LOT AREA............. .................... 20,000 S.F. FRONTAGE ................... ............-150' FRONT YARD.. .......................... 30 SIDE YARD................................25' REAR YARD..............................21Y MAX. COVERAGE ......................25X(L) L. The developed footprint of impervious aurfoces {structures, pavement, etc.) any unpaved parking areas. shall Oat *.teed 709 a1 the total square footage of any lot. Pervious paving shall be counted as irnp-A-, in lot irnpervious coverage colculotiona es ra ]3 As Ar r+ I to n \\ I NF g VICINITY MAP NOT TO SG AyF NOTES: J 8oO'vn'07°' 72J21270 LEGEND I. THIS INJD i5 SUBJECT TO ANY EASEMENTS, RIGHTS -OF -WAY, Aey .Ex eo_rl4 RESTRICTIONS, RESERVATIONS, OR OTHER LIMITATIONS WHICH MAY FOUNO BE REVEALED BY AN E%AMINAMN OF THE TILE. (M) WCASUL® 2. THE OFFSETS AS SHOWN ON THIS PLAN ARE NOT TO BE USED (R) RLCORB HERTICAl FOR THE ESTABLISHMENT OF PROPERTY LINES OR FOR THE ESTABLISHMENT OF ANY PROPOSED CONSTRUCTION. v00 CONCRETE OJR&tFG OONCRE E CURBING 3. THIS PLAN WAS PREPARED FOR THE EXCLUSIVE USE AND vx VERTICAL PURPOSE FOR THE PARTY STATED HEREON AND SHALL NOT BE ,jx of O4 EAO WOES USED BY ANY THIRD PARTY WITHOUT THE EXPRESSED WRITTEN uOF UNDERGROUND FLECTWC PERMISSION OF BORDERLAND ENGINEERING, INC. EXIS7IN0 CATCH BASIN 4. THIS SITE ODES NOT FALL WTFDN A SPECIAL HAZARD FLOOD ZONE AS DESIGNATED BY F.I.R.M. NUMBER 25GOICD5R7J EXISTING DRMN MANHOLE EFFECTIVE DATE JULY 16, 2014. —0 — COSTING DRAIN LINE 5. UTILITIES ARE PLOTTED FROM FIELD LOCATION AND ANY RECORD INFORMATION AVAILABLE, AND SHOULD BE CONSIDERED — W — EXISTING WATER APPROXIMATE. OTHER UTILITIES MAY EXIST WHICH ARE NOT EXISTING WATER VALVE EVIDENT OR FOR WHICH RECORD INFORMATION WAS NOT EMf471N0 TREE AVAILABLE. CONTRACTORS (IN ACCORDANCE WITH MASSACHUSETTS LAW) MUST CONTACT ALL UTILITY COMPANIES ® EVSTINO SEWER MANHOLE AND DRILLING. LSO, CALL "DC -SAFE" ---S— EX0 G SEWFRFORE HE AT1 88$ 344V7233 8880iG-SAFEIATING c 1 I ) t ) y9.5 iR3lNG 4VT OHME -+08-- E175fpIC oox70.e1 —a_ DISHING GAS LIE m cc nNG GAS VALVE AMFGANAtF COCA RON a, T.O.f. MP OF FGLNPAe01N LEAc77 PIT sm" STONE SAND DREL HOLE Ptu 4 L9.P CatKRE1E BOuO IE.N Ftua I I rAlavalrx PxaPs3!°xu III cavoral, 6o- Hgonly fU P_ fl3 4 i LINE AS OON SOOT(K 370 SlD PAGE S A K� I I � 14 Ml'be'3Y or, w 7n T!S! /rew3.xpy I � r + un � N + '� IEflY.W T3 to TA/ P vG -- -- - 1®I�13A RiSh11d6 O 25A+00 15a+0G 2s3+W ROUTE 28-STATE HICHWAY (6D' NRX1-1933 LAMV7 Ra My) gyp--------- OR 9w-P.E 19 NE�r+23W -`--- -+- _ - ` � 2AJb 'tM 0 10 20 40 FEET 80 120 0 2.5 5 10 METERS 20 30 3 etruacl Ha lyloa . Va Si•0.'�Si 6lb Plesssa: 51ree1 oft. 701A63-960G R0,101ph, MA 02365 fax 80$-$56-4131 EXISTING CONDITIONS PLAN IN SOUTH YARMOUTH, MASSACHUSETTS 1272, 1276 & 1282 ROUTE 28 PREPARED FOR: CHOUBAH ENGINEERING GROUP, P.C. 112 STATE ROAD (RTE. 6) N. DARTMOUTH MA 02747 DRAWING SCALE: 1 INCH N 20 FEET DATE: DEC. 7, 2021 PROJECT NUMBER: P2542