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Home My WebLink About157 Route 6A - Site Plan 2VAR�UDTH STAT �<`i IGHWA 48.9 E HY S 49 9 p q GRANITE \y t� 70.15' ASPHALT SIDEWALK 49.0 ROOF O.H. 9.8 r; OVER DECK r5 50 1 "' STEPS �}\\j \ EXISTING BLDG. r 6/ �Sr OVER P .H. AN11OUES i 1 35'4' 5t.3 V A710 50.4�r 3rr TT EXISTING BUILDING 159 r INAL b DESIGN T WORKS o 'q 5 m RESTAURANT a 51 h 1 0 FIRST( FLOOR 7.6• CO ASSESSORS MAP 122 PCL 125 r EIL = 52.48 DEED REFERENCE: DB 8177 PAGE 250 51.3 PROPOSED RELOCATED W WATER SERVICE ZONING DISTRICT: Bl r (THRp C.C. CELLAR) SETBACKS: 30' FRONT, 25' SIDE, 20' REAR (18.9' SIDE PROPOSED) S2 ts.d 7 i MAX BUILDING COVERAGE 25% I EXISTING SERICE±ATER MAX IMPERVIOUS COVERAGE:.70% o' q70. / CAUTION: GAS IN AREA 1 0 FLOODZONE: C `O 8.0' LOT SIZE: 33,532 SF± (0.77AC.±) PROPOSED ADDITION r ° \ leveto AREA OF EXISTING FOOTPRINT: 2602± SF 344 SF n. AREA OF PROPOSED ADDITION: 344± SF3x ° cn O .0 / 52.9x/ P a' T i,. BUILDING COVERAGE: EXISTING: 7.87. l 3 XlBUND BUILDING COVERAGE. WITH PROPOSED ADDITION: 8.87 r 8 �X� EXISTING H-10 RESTAURANT USE (NO CHANGE) A PROPOSED ADDITION WILL HOUSE HANDICAPPED ACCESSIBLE BATHROOMS AND PROVIDE AN AIRLOCK EXISTING RESIDENTIAL USE (NO CHANGE) ENTRY AND SMALL STORAGE CLOSET. NO INCREASE IN PARKING DEMAND IS ANTICIPATED. I ` IMPERVIOUS COVERAGE: EXISTING 16745/33532 = 50% / PROPOSED = 17089/33532 = 51% / (INCLUDES ALL GRAVEL AREAS) O SITE BENCHMARK: P.K. NAIL IN ASPHALT C 5 .5 CO FXIST. ELEVATION 53.18' ASPHALT `3%3 PARKING 0' J o d t@0, .7 3 53.3 _ PROPOSED PAINTED STRIPING t AS INDICATED 0' w .4 BUMP l J 311 J i r �( ( 53.7 v r ( FENCED 3. J 1 DUMPSTER - J AREA 53.4 t 53.3 EXIST.I,( RAVEL /. PARKI 5.4 7 1. EXISTING SEPTIC LEACHING SYSTEM l - (APPROX. LOCATION) 52.2 (� ( 2J rn 1 ( Ill/ n o 53 I ° 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'N: 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 S) W RE -PLUMB EXISTING SANITARY SEWER IF REQUIRED BY EXCAVATION. MATCH EXISTING GRADES. ALL WORK TO CONFORM TO TITLE 5 AND PLUMBING CODE. RELOCATED DECK .,TAIRS _ KITCHEN FLOW (APPROX. LOCATION, V.I.F.) 52.3 EXISTING FENCE TO BE MOVED TO ACCOMMODATE NEW STAIR LOCATION EXIST. GREASE TRAP (1500 GAL) EXIST. 4500 GAL SEPTIC TANK 52.8 EXISTING 2000 GAL SEPTIC TANK 52.2 EXISTING 2000 GAL. SEPTIC TANK 48"0 OAK J + 50.7 g� EXISTING DRIVEWAY TO ABUTTING 9 - -PROPERTY --+ 50.8 51 S2 53 Sq SS Ss LOT AREA 33, 2± S0. FT. \ 0.7�t ACRE> s� se SITE PLAN SCALE: 1"=20' 20 0 20 40 60 Feet 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. FATE (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 (35 0 GPD �PBEDROOM =28010 GPD 2910 GPD DESIGN FLOW UTILIZE EXISTING 3013 GPD CAPACITY SEPTIC SYSTEM (SEE PLANS ON FILE WITH THE HEALTH DEPARTMENT) f LEGEND W 3 O SEPTIC MANHOLE LOCUS _W_ WATER LINE m w i - VENT PIPE GROUND LIGHT EXISTING SIGN UTIUTY POLE LIGHT N ° s W z t: S � � 0 i z LOCUS MAP NOT TO SCALE VAR�UDTH STAT �<`i IGHWA 48.9 E HY S 49 9 p q GRANITE \y t� 70.15' ASPHALT SIDEWALK 49.0 ROOF O.H. 9.8 r; OVER DECK r5 50 1 "' STEPS �}\\j \ EXISTING BLDG. r 6/ �Sr OVER P .H. AN11OUES i 1 35'4' 5t.3 V A710 50.4�r 3rr TT EXISTING BUILDING 159 r INAL b DESIGN T WORKS o 'q 5 m RESTAURANT a 51 h 1 0 FIRST( FLOOR 7.6• CO ASSESSORS MAP 122 PCL 125 r EIL = 52.48 DEED REFERENCE: DB 8177 PAGE 250 51.3 PROPOSED RELOCATED W WATER SERVICE ZONING DISTRICT: Bl r (THRp C.C. CELLAR) SETBACKS: 30' FRONT, 25' SIDE, 20' REAR (18.9' SIDE PROPOSED) S2 ts.d 7 i MAX BUILDING COVERAGE 25% I EXISTING SERICE±ATER MAX IMPERVIOUS COVERAGE:.70% o' q70. / CAUTION: GAS IN AREA 1 0 FLOODZONE: C `O 8.0' LOT SIZE: 33,532 SF± (0.77AC.±) PROPOSED ADDITION r ° \ leveto AREA OF EXISTING FOOTPRINT: 2602± SF 344 SF n. AREA OF PROPOSED ADDITION: 344± SF3x ° cn O .0 / 52.9x/ P a' T i,. BUILDING COVERAGE: EXISTING: 7.87. l 3 XlBUND BUILDING COVERAGE. WITH PROPOSED ADDITION: 8.87 r 8 �X� EXISTING H-10 RESTAURANT USE (NO CHANGE) A PROPOSED ADDITION WILL HOUSE HANDICAPPED ACCESSIBLE BATHROOMS AND PROVIDE AN AIRLOCK EXISTING RESIDENTIAL USE (NO CHANGE) ENTRY AND SMALL STORAGE CLOSET. NO INCREASE IN PARKING DEMAND IS ANTICIPATED. I ` IMPERVIOUS COVERAGE: EXISTING 16745/33532 = 50% / PROPOSED = 17089/33532 = 51% / (INCLUDES ALL GRAVEL AREAS) O SITE BENCHMARK: P.K. NAIL IN ASPHALT C 5 .5 CO FXIST. ELEVATION 53.18' ASPHALT `3%3 PARKING 0' J o d t@0, .7 3 53.3 _ PROPOSED PAINTED STRIPING t AS INDICATED 0' w .4 BUMP l J 311 J i r �( ( 53.7 v r ( FENCED 3. J 1 DUMPSTER - J AREA 53.4 t 53.3 EXIST.I,( RAVEL /. PARKI 5.4 7 1. EXISTING SEPTIC LEACHING SYSTEM l - (APPROX. LOCATION) 52.2 (� ( 2J rn 1 ( Ill/ n o 53 I ° 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'N: 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 S) W RE -PLUMB EXISTING SANITARY SEWER IF REQUIRED BY EXCAVATION. MATCH EXISTING GRADES. ALL WORK TO CONFORM TO TITLE 5 AND PLUMBING CODE. RELOCATED DECK .,TAIRS _ KITCHEN FLOW (APPROX. LOCATION, V.I.F.) 52.3 EXISTING FENCE TO BE MOVED TO ACCOMMODATE NEW STAIR LOCATION EXIST. GREASE TRAP (1500 GAL) EXIST. 4500 GAL SEPTIC TANK 52.8 EXISTING 2000 GAL SEPTIC TANK 52.2 EXISTING 2000 GAL. SEPTIC TANK 48"0 OAK J + 50.7 g� EXISTING DRIVEWAY TO ABUTTING 9 - -PROPERTY --+ 50.8 51 S2 53 Sq SS Ss LOT AREA 33, 2± S0. FT. \ 0.7�t ACRE> s� se SITE PLAN SCALE: 1"=20' 20 0 20 40 60 Feet 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. FATE (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 (35 0 GPD �PBEDROOM =28010 GPD 2910 GPD DESIGN FLOW UTILIZE EXISTING 3013 GPD CAPACITY SEPTIC SYSTEM (SEE PLANS ON FILE WITH THE HEALTH DEPARTMENT) f LEGEND O SEPTIC MANHOLE �Oo WATER GATE _W_ WATER LINE - VENT PIPE GROUND LIGHT EXISTING SIGN UTIUTY POLE LIGHT L PROPOSED HCP SIGN EXISTING TREE SII 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 QUAD MAP 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 PLAN c DRAFTER: DAO DATE: 1-24-03 �N OF M4�9cy QF down cape en gin eerin g, Inc. 11 CHKD BY: AHO _ gaNE H �sy �� °AN1EI Cl VlL ENGINEERS m OF LAND IN o CIVILI A. YARMOUTAPORT`, MA Ha. 30792 N ° ABo N I�2y�a3 LAND SURVEYORS SCALE 1" = 20 O F£CISTER �� - o � PREPARED FOR: � 939 Main Street YARMOUTHPORT, MASS.: O0 1 INAHO RESTAURANT nt �NDshavel°Q #157 ROUTE 6A, YARMOUTH PORT 01-0781NAHOREV.DWG