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Home My WebLink About157 Route 6A - Site Plan 3V ROUTE 6`e+ VARIABLE WIDTH STATE H'GHWAY S/W 48.9 _tea .a 49 GRANITE + l R8 70.15' J 50. - ASPHALT SIDEWALK 49.0 R 00F. 0- 9.8 9.8 ER DECK \\ -5p m f 6� EXISTING BLDG. f STEPS ROOF 0 H ANTIQUES J 35.4• 51 OVER PAPP 3 - 50.4 f 51. . f EXISTING BUILDING 159 RT. 6A ( INAqrO _ DESIGN WORKS 0'4' S o RESTAURANT �, C) 51 ( o ASSESSORS MAP 122 PCL 125 FIRSTI FLOOR 7e DEED REFERENCE: DB 8177 PAGE 250 I 51.3 f ELEV1 = 52.48 _ f PROWATER TED SERVICE ZONING DISTRICT: Bl ( J W (THRP C.C. CELLAR) SETBACKS: 30' FRONT, 25' SIDE, 20' REAR (18.9' SIDE PROPOSED) MAX BUILDING COVERAGE 25% 15.(�' ( SERVICEt EXISTING WATER S? '7 / MAX IMPERVIOUS COVERAGE: 70% / SEPTIC MANHOLE i g WATER GATE - W _ CAUTION: GAS IN AREA FLOODZONE: C LOCUS m m W GROUND LIGHT / - SITE BENCHMARK: LOT SIZE: 33,532 SFt (0.77AC.t) c� PROPOSED HCP SIGN n 8.0 kl - - 7.7 RE -PLUMS EXISTING SANITARY SEWER IF O z m m : TXR levet s W _ REQUIRED BY EXCAVATION. MATCH AREA OF EXISTING FOOTPRINT: 2602± SF .5 f�EXIST• 344 SF t` f z a o (U N EXISTING GRADES. ALL WORK TO CONFORM TO TITLE 5 AND PLUMBING CODE. LOCUS MAP NOT TO SCALE o EXIST. 4500 GAL SEPTIC TANK V ROUTE 6`e+ VARIABLE WIDTH STATE H'GHWAY S/W 48.9 _tea .a 49 GRANITE + l R8 70.15' J 50. - ASPHALT SIDEWALK 49.0 R 00F. 0- 9.8 9.8 ER DECK \\ -5p m f 6� EXISTING BLDG. f STEPS ROOF 0 H ANTIQUES J 35.4• 51 OVER PAPP 3 - 50.4 f 51. . f EXISTING BUILDING 159 RT. 6A ( INAqrO _ DESIGN WORKS 0'4' S o RESTAURANT �, C) 51 ( o ASSESSORS MAP 122 PCL 125 FIRSTI FLOOR 7e DEED REFERENCE: DB 8177 PAGE 250 I 51.3 f ELEV1 = 52.48 _ f PROWATER TED SERVICE ZONING DISTRICT: Bl ( J W (THRP C.C. CELLAR) SETBACKS: 30' FRONT, 25' SIDE, 20' REAR (18.9' SIDE PROPOSED) MAX BUILDING COVERAGE 25% 15.(�' ( SERVICEt EXISTING WATER S? '7 / MAX IMPERVIOUS COVERAGE: 70% / SEPTIC MANHOLE .0' 147 WATER GATE - W _ CAUTION: GAS IN AREA FLOODZONE: C PIPE GROUND LIGHT / - SITE BENCHMARK: LOT SIZE: 33,532 SFt (0.77AC.t) / - PROPOSED HCP SIGN n 8.0 kl - - 7.7 RE -PLUMS EXISTING SANITARY SEWER IF O 5 PROPOSED ADDITION f : TXR levet SCALE 1' = 20' _ REQUIRED BY EXCAVATION. MATCH AREA OF EXISTING FOOTPRINT: 2602± SF .5 f�EXIST• 344 SF t` f a o (U N EXISTING GRADES. ALL WORK TO CONFORM TO TITLE 5 AND PLUMBING CODE. AREA OF PROPOSED ADDITION: 3441 SF 90' _j J o EXIST. 4500 GAL SEPTIC TANK d Lp 30 se.9J " t4.o� 7 RELOCATED BUILDING COVERAGE: EXISTING: 7.8% a� OOD DECK STAIRS BUILDING COVERAGE WITH PROPOSED ADDITION: 8.8% J1 XEaR CROUy N D 53.3 CHANGE) A PROPOSED ADDITION WILL HOUSE HANDICAPPED �. I 52.8 8 X H 7.8• KITCHEN FLOW (APPROX. LOCATION, V.I.F.) EXISTING H-10 RESTAURANT USE (NO AS INDICATED / 1 0. EXISTING RESIDENTIAL USE (NO CHANGE) ACCESSIBLE BATHROOMS AND PROVIDE AN AIRLOCK ENTRY AND SMALL STORAGE CLOSET. NO INCREASEf X 52. x 52.3 IN PARKING DEMAND IS ANTICIPATED. / zx EXISTING FENCE TO BE MOVED TO IMPERVIOUS COVERAGE: EXISTING 16745/33532 = 50% f a ACCOMMODATE NEW STAIR LOCATION PROPOSED = 17089/33532 = 51% 52 s2s 1 EXIST. GREASE TRAP (1500 GAL) (INCLUDES ALL GRAVEL AREAS) / SEPTIC MANHOLE �S o WATER GATE - W _ WATER LINE rVENT PIPE GROUND LIGHT CD O CO. - SITE BENCHMARK: UTILITY POLE LIGHT / - PROPOSED HCP SIGN .00F �� oA OJALA 80 � Faroe kl - - P.K. NAIL IN ASPHALT O 5 SCALE 1' = 20' _ ELEVATION 53.18' .5 f�EXIST• ASPHALT 3, PARKING .6 f - 90' _j J o EXIST. 4500 GAL SEPTIC TANK d 52.41111,' _. 53.3 52.8 PROPOSED PAINTED STRIPING AS INDICATED - 1 0. u 4 .4 SPEED BUMP t 52.7 52 s2s r EXISTING 2000 GAL SEPTIC TANK 3, - /.,.. 3/.3 � 52.2 r / } 53.7 / / EXISTING 2000 GAL. SEPTIC TANK FENCED ! / 3. to .7 DUMPSTER` - AREA � - 53.4 ! 53-x-- 52.0 53.3 / GRAVEL 1 PARKI 5.4 EXISTING SEPTIC LEACHING SYSTEM / I (APPROX. LOCATION) 52.2 48"0 OAK i.r V O r / r I J / i S -iS2.8 / ��_� 50.7 EXISTING DRIVEWAY t\ o TO ABUTTING ,9 .; `PROPERTY J ( + 50.8 51.0 u S1 ILII, \ S2 � S3 Sq \ S 6 _T LOT Af?cA 33, 2t S,( FT. 0.7'�:t ACRES s� 69.15' SR a� r� SITE PLAN SCALE: 1"=20'. �y � 20 0 20 40 60 Feet PARKING CALCULATIONS: UPSTAIRS: 1 DWELLING UNIT (2 SPACES/UNIT) = 2.0 SPACES DINING AREAS 1412 SF(1/15)(1/3) = 31.4 SPACES KITCHEN/BUSINESS AREAS: 1190 SF (1/200) = 4.6 SPACES ADD'W STORAGE/BATH AREAS: 344 SF (1/2100) = 0.3 SPACES 2946 SF FIRST FLR. 38.3 SPACES REQUIRED 29 SPACES PROVIDED NOTE: ADDITIONAL LEGAL ON -STREET PARKING IS AVAILABLE ON ROUTE 6A ON BOTH SIDES OF SITE. 521 CMR: 2 ACCESSIBLE SPACES REQUIRED TWO HCP ACCESSIBLE SPACES PROVIDED INCLUDING ONE VAN ACCESSIBLE SPACE - SEPTIC REVIEW: THE EXISTING SEPTIC SYSTEM IS DESIGNED TO ACCOMMODATE A FLOW OF 3013 GALLONS PER DAY, BASED ON A 4 MIN. PER INCH PERC. RATE (UNDER OLD TITLE 5) RESTAURANT FLOW IS BASED ON 80 SEATS UPSTAIRS CONTAINS 1 BEDROOM TOTAL NUMBER OF SEATS TO REMAIN AT 80 AND NO CHANGE IN NUMBER OF BEDROOMS 80 SEATS (35GPD/SEAT) = 2800 GPD 1 BEDROOM = 110 GPD 2910 GPD DESIGN FLOW UTILIZE EXISTING 3013 GPD CAPACITY SEPTIC SYSTEM (SEE PLANS ON FILE WITH THE HEALTH DEPARTMENT) EXISTING TREE 11 NOT ALL SYMBOLS MAY APPEAR IN DRAWING GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. 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. 2. VERTICAL DATUM IS ASSUMED FROM QUADMAP 3. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 5/01 4. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. 5. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. . O SEPTIC MANHOLE WATER GATE - W _ WATER LINE rVENT PIPE GROUND LIGHT CD O CO. EXISTING SIGN DRAFTER: DAO UTILITY POLE LIGHT L PROPOSED HCP SIGN EXISTING TREE 11 NOT ALL SYMBOLS MAY APPEAR IN DRAWING GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. 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. 2. VERTICAL DATUM IS ASSUMED FROM QUADMAP 3. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 5/01 4. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. 5. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. . off 508-362-4541 fax 508 362-9880 O CD O CO. SII'E PLAN DRAFTER: DAO DATE: 1-24-03 0f "' � opRNEH yGv s q ;� ti Na. 30792 4 FG7STER ;N u AL .00F �� oA OJALA 80 � Faroe down cape engin eerie g, in c. down Cl 1/lL ENGINEERS LAND SURVEYORS 1/7903 939 Main Street - YARMOUTHPORT, MASS. CHKD BY: AHO OF LAND IN YARMOUTHPORT, MA SCALE 1' = 20' PREPARED FOR: INAHO RESTAURANT 1 #157 ROUTE 6A, YARMOUTH PORT 01-0781NAHOREV.DWG