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Home My WebLink AboutDecision 3937 Plansf77ZZZ= Aw co""AUCM00 11.9.04 ZONING BOARD OF APPEALS 9.29.04 OKC SUBMISSION Action Date/ Revision Number GEOFFREY KOPER ARCHITECT P.O. Box 766 Barnstable, MA 02630 phone/FAX: (508) 375-1027 PAUL DONAHUE PEDA INC. STRUCTURAL ENGINEER 549 Columbian Street South Weymouth, MA 02190 C.A. CROWLEY ENGINEERING, INC. MEP ENGINEERS 32 Main Street Lakeville, MA 02347 D.E. PENN ASSOCIATES FOOD SERVICE CONSULTANT 46 %Micox Avenue Pawtucket, RI 02860 INAHO it wksman JAPmimhSE �iwwm&w%wrffM I L& E A U ffirn" All n1mm T 157 Route 6A YarmoAuthpor, MaIssachusets FIRST FLOOR PLAN I . PROJECT NUMBER - 0408 a 0 �oG�� hFilfJCal�h 'CcD t�11>T c+i �Att�jE 17 1-JOOD -1r IM 'TO llb-,1164 P.nJN1'rA WOOD GONlPt'�D5 -ro rID.-rc+f >icih-rteac, Wcx�D FiD.hiDIG�.� �6.MP f I�i��il�' pv�ttt1'>%D k1L'X�17 GAP�?aA� T( T I i fl i i 11.9.04 ZONING BOARD OF APPEALS 9.29.04 OKC SUBMISSION Action Date/ Revision Number I GEOFFREY KOPER ARCHITECT P.O. Box 766 Barnstable, MA 02630 phone/FAX: (508) 375-1027 PAUL D®M -" HUE PED1A Ef!VC. STRUC T UR L EMIGEMEEL.: 549 Columbian Street South Weymouth, MA02190 . CmOVULEV C.A. EC-jEM.1i-:1—:ru �-jq EMC. PAEp E-MGMEEGS 32 Main Street Lakeville, MA 02347 D.E. PEMM IASS®CEAyras FOOD SERVECE 46 Wlicox Avenue Pawtucket, RI 02860 jMD H\ f it 157 Route 6A Yarmouthport, Massachusetts M®RTH ELEVA ►1 E®M G, k PROJECT NUMBER 0408 _ a i 11.9.01, ZONING BOARD OF APPEALS 9.29.04 OKC SUBMISSION Action Date/ Revision Number GEOFFREY PROPER ARCHITECT P.O. Box 766 Barnstable, MA 02630 phone/FAX: (508) 375-1027 PAUL DONAHUE PE®A INC. STRUCTURAL ENGINEER 549 Columbian Street South Weymouth, MA 02190 C.A. CROWLEY ENGINEERING, INC. MEP ENGINEERS 32 Main Street Lakeville, MA 02347 D.E. PENN ASSOCIATES FOO® SERVICE CONSULTANT 46 Wlicix Avenue Pawtucket, RI 02860 AHO JAPAh� R EE3TAU RAN 157 Route 6A Yarmouthport, Massachusetts SOUTH ELEVATION 1 A4 Y PROJECT NUMBER 0408 WEST ELEVATION A5 1/4$1 = 1'-0" 111.9.04 ZONING SOARD OF APPEALS 9.29.04 OKC SUBMISSION Action Date / Revision Number GEOFFREY KOPER ARCHITECT P.O. Box 766 Barnstable, MA 02630 phone/FAX: (506) 375-1027 PAUL DONAHUE PE®A INC. STRUCTURAL ENGINEER 549 Columbian Street South Weymouth, MA 02190 C.A. CROWLEY ENGINEERING, INC. MEP ENGINEERS 32 Main Street Lakeville, MA 02347 . D.E. PENN ASSOCIATES FOO® SERVICE CONSULTANT 46 Wlicox Avenue Pawtucket, RI 02860 NAMU JAPA Ez)TAURANTT 157 Route 6A Yarmouthport, Massachusetts WEST ELEVATION a� i Jf ...nom :- 5 PROJECT NUMBER 0408 n 0 i 11.9.04 ZONING BOARD OF APPEALS 9.29.04 OKC SUBMISSION Action Date/ Revision Number GEOFFREY KOPER ARCHITECT P.O. Box 766 Barnstable, MA 02630 phone/FAX: (508) 375-1027 PAUL DONAHUE PEDA INC. STRUCTURAL ENGINEER 549 Columbian Street South Weymouth, MA 02190 C.A. CROWLEY i ENGINEERING, INC. IlI11EP ENGINEERS 32 Main Street Lakeville, MA 02347 D.E. PENN ASSOCIATES FOOD SERVICE CONSULTANT 46 Wlicix Avenue Pawtucket, Rl 02860 0 Jfa P 14 . AMT 157 Route 6A Yarmouthport, Massachusetts EAST ELEVATION A 6 PROJECT NUMBER 0408 ASSESSORS MAP 122 PCL 125 DEED REFERENCE: DB 8177 PAGE 250 ZONING DISTRICT: Bl SETBACKS: 30' FRONT, 25' SIDE, 20' REAR (14.8' SIDE EXIST. + PROPOSED) MAX BUILDING COVERAGE 25% (SEE SITE PLAN) MAX IMPERVIOUS COVERAGE: 70% FLOODZONE: C LOT SIZE: 33,532 SF± (0.77AC.±) AREA OF EXISTING FOOTPRINT: 2947± SF AREA OF PROPOSED ADDITION: 192± SF BUILDING COVERAGE: EXISTING: 8.8% BUILDING COVERAGE WITH PROPOSED ADDITION: 9.4% EXISTING H-10 RESTAURANT USE (NO CHANGE) EXISTING RESIDENTIAL USE (NO CHANGE) IMPERVIOUS COVERAGE: EXISTING = 17089/33532 = 51.07 PROPOSED = 17281/33532 = 51.5% (INCLUDES ALL GRAVEL AREAS) COD BERM INTEGRAL WITH TOP COAT OF ASPHALT 1" TOPCOAT MASS DPW TYPE 11 MDPW M1.03.1 VIB. ROLLER COMPACTED REMOVE TOP & SUBSOIL NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% DRY WEIGHT PASSING 1200 SIEVE) NOTE: COMPACT ALL FILL IN 6' LIFTS TO 95% MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. NEM EN T CROSS SE( NOT TO SCALE a PROPOSED ADDITION 170 SF f LOWER AREA 6" SLOPE TO _ MATCH EXIST. GRADES SEE PAVEMENT SECTION O SITE BENCHMARK: P.K. NAIL IN ASPHALT O ELEVATION 53.18' CO PROPOSED PAINTED STRIPING AS INDICATED �R�UTE 6A WIDTH SHIGHWAY TATE PROPOSED HCP RAMP S�1y 48.9 49 �� CONTRACTOR TO VERIFY ,4 GRANITE GRADES IN FIELD of +URB 3.0' MAX RISE AT 1:12 70.15, UNLESS LEVEL LANDING PROVIDED 50. ASPHALT SIDEWgLK 49,0 ROOF O.H. 9,8 OVER DECK A51.0 0 0 ca ^ n :XI;TING BLDG. - I STEPS o 7.6' ROOF m ANTIQUES '35.4. S1 0 A71 4 51.3 a VfR PATIO 50.4 1, 22 SF 0 STAIRWELL 2Q ADD'N II EXISTING BUILDING QS � INAL;rO � 'ftp 159 RT. 6A 14.8' 15 WATER LINE LOCUS DESIGN WORKS o RESTA RANT 1 .7' EXISTING SIGN z �, i PROPOSED HCP SIGN u EXISTING TREE NOT ALL SYMBOLS MAY APPEAR IN DRAWING p0 FIRST' FLOOR c s s A CO 51.3 o_ 14 Jr W SAk'CU WATEf SERVICE s� REBUILD BERM THIS AREA i z SITE PLAN 170 SF 47L'O' O.A. Q CAUTION: GAS IN AREA LOCUS MAP NOT TO SCALE ADDITION 7.7' SCALE: 1"=20' ASSESSORS MAP 122 PCL 125 DEED REFERENCE: DB 8177 PAGE 250 ZONING DISTRICT: Bl SETBACKS: 30' FRONT, 25' SIDE, 20' REAR (14.8' SIDE EXIST. + PROPOSED) MAX BUILDING COVERAGE 25% (SEE SITE PLAN) MAX IMPERVIOUS COVERAGE: 70% FLOODZONE: C LOT SIZE: 33,532 SF± (0.77AC.±) AREA OF EXISTING FOOTPRINT: 2947± SF AREA OF PROPOSED ADDITION: 192± SF BUILDING COVERAGE: EXISTING: 8.8% BUILDING COVERAGE WITH PROPOSED ADDITION: 9.4% EXISTING H-10 RESTAURANT USE (NO CHANGE) EXISTING RESIDENTIAL USE (NO CHANGE) IMPERVIOUS COVERAGE: EXISTING = 17089/33532 = 51.07 PROPOSED = 17281/33532 = 51.5% (INCLUDES ALL GRAVEL AREAS) COD BERM INTEGRAL WITH TOP COAT OF ASPHALT 1" TOPCOAT MASS DPW TYPE 11 MDPW M1.03.1 VIB. ROLLER COMPACTED REMOVE TOP & SUBSOIL NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% DRY WEIGHT PASSING 1200 SIEVE) NOTE: COMPACT ALL FILL IN 6' LIFTS TO 95% MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. NEM EN T CROSS SE( NOT TO SCALE a PROPOSED ADDITION 170 SF f LOWER AREA 6" SLOPE TO _ MATCH EXIST. GRADES SEE PAVEMENT SECTION O SITE BENCHMARK: P.K. NAIL IN ASPHALT O ELEVATION 53.18' CO PROPOSED PAINTED STRIPING AS INDICATED �R�UTE 6A WIDTH SHIGHWAY TATE PROPOSED HCP RAMP S�1y 48.9 49 �� CONTRACTOR TO VERIFY ,4 GRANITE GRADES IN FIELD of +URB 3.0' MAX RISE AT 1:12 70.15, UNLESS LEVEL LANDING PROVIDED 50. ASPHALT SIDEWgLK 49,0 ROOF O.H. 9,8 OVER DECK A51.0 0 0 ca ^ n :XI;TING BLDG. - I STEPS o 7.6' ROOF m ANTIQUES '35.4. S1 0 A71 4 51.3 a VfR PATIO 50.4 1, 22 SF 0 STAIRWELL 2Q ADD'N 52.9I� 10 I� k'o\ 0f0� ,8 4' �52.3j 1ppgc P 1h µ :/x 7SAWGUT Q EXIST. ASPHALT PARKING 53.3 _ SPEED r �3 r � � 53.7 FENCED DUMPSTER / AREA 53.4 EXISTING SEPTIC LEACHING SYSTEM (APPROX. LOCATION) S) 153 Sg 53,3 rl EXIST. GRAVEL I PARKI �! 1 / + 52., r I r 6 zo DED AREA WALK V KITCHEN FLOW (APPROX. LOCATION, V.I.F.) .3 h X 52 0i11 52. EXIST. GREASE TRAP (1500 GAL) 7 y + 50.7 511 4 50,9 r + 50.6 51 EXIST. 4500 GAL SEPTIC TANK 52,8 I EXISTING 2000 GAL. SEPTIC TANK 52.2 EXISTING 2000 GAL. SEPTIC TANK 48"0 OAK II EXISTING BUILDING QS � INAL;rO � 'ftp 159 RT. 6A 14.8' 15 WATER LINE .^N.'m DESIGN WORKS o RESTA RANT 1 .7' EXISTING SIGN O 51 �, i PROPOSED HCP SIGN • EXISTING TREE NOT ALL SYMBOLS MAY APPEAR IN DRAWING p0 FIRST' FLOOR 7.6' ELEV/ = 52.48 CO 51.3 Jr W SAk'CU WATEf SERVICE s� REBUILD BERM THIS AREA i SITE PLAN 170 SF 47L'O' O.A. Q CAUTION: GAS IN AREA ENTRANCE 14 8, ADDITION 7.7' SCALE: 1"=20' RE -PLUMB EXISTING SANITARY SEWER IF 0a} W REQUIRED BY EXCAVATION. MATCH EXISTING GRADES. ALL WORK TO CONFORM T N C6 iW y TO TITLE 5 AND PLUMBING CODE. 52.9I� 10 I� k'o\ 0f0� ,8 4' �52.3j 1ppgc P 1h µ :/x 7SAWGUT Q EXIST. ASPHALT PARKING 53.3 _ SPEED r �3 r � � 53.7 FENCED DUMPSTER / AREA 53.4 EXISTING SEPTIC LEACHING SYSTEM (APPROX. LOCATION) S) 153 Sg 53,3 rl EXIST. GRAVEL I PARKI �! 1 / + 52., r I r 6 zo DED AREA WALK V KITCHEN FLOW (APPROX. LOCATION, V.I.F.) .3 h X 52 0i11 52. EXIST. GREASE TRAP (1500 GAL) 7 y + 50.7 511 4 50,9 r + 50.6 51 EXIST. 4500 GAL SEPTIC TANK 52,8 I EXISTING 2000 GAL. SEPTIC TANK 52.2 EXISTING 2000 GAL. SEPTIC TANK 48"0 OAK 0 II LEGEND QS SEPTIC MANHOLE 'ftp WATER GATE -W _ WATER LINE VENT PIPE GROUND LIGHT EXISTING SIGN v UTILITY POLE LIGHT i PROPOSED HCP SIGN • EXISTING TREE NOT ALL SYMBOLS MAY APPEAR IN DRAWING 0 LOT AREA 33, 2± SQ. FT. O.7 ACRES 'sem pj 69.15' s� SITE PLAN Q SCALE: 1"=20' 20 0 20 40 60 Feet 04 Lj GENERAL NOTES: SEPTIC REVIEW: THE EXISTING SEPTIC SYSTEM 1S DESIGNED TO ACCOMMODATE A FLOW OF 1. THE LOCATION of EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS PARKING CALCULATIONS: 3013 GALLONS PER DAY, BASED ON A 4 MIN. PER INCH PERC. RATE APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING UPSTAIRS: t DWELLING UNIT (2 SPACES/UNIT) 2.0 SPACES (UNDER OLD TITLE 5) CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE DINING AREAS 1NIT SF(1/10ES/LI) = 31.4 SPACES (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR KITCHEN/BUSINESS AREAS: 1190 SF (1/200) - 4.6 SPACES RESTAURANT FLOW IS BASED ON 80 SEATS EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ADD'N: STORAGE/BATH AREAS: 536 SF (1/2100) - 0.3 SPACES 2. VERTICAL DATUM IS ASSUMED FROM QUAD MAP 3,138 SF FIRST FUR. 38.3 SPACES REQUIRED UPSTAIRS CONTAINS 1 BEDROOM - - 3. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING TOTAL NUMBER OF SEATS TO REMAIN AT 80 AND NO CHANGE IN NUMBER 31 SPACES PROVIDED OF BEDROOMS 4. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS NOTE: ADDITIONAL LEGAL ON -STREET PARKING IS AVAILABLE PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS ON ROUTE 6A ON BOTH SIDES OF SITE.80-SEATS (35GPD/SEAT) = 2800 GPD AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 1 BEDROOM = 110 GPD ALL SEPTIC WORK. AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. 521 CMR: 2 ACCESSIBLE SPACES REQUIRED 2910 GPD DESIGN FLOW AND YARMOUTH HEALTH REGULATIONS. - TWO HCP ACCESSIBLE SPACES PROVIDED INCLUDING ONE VAN ACCESSIBLE SPACE - UTILIZE EXISTING 3013 GPD CAPACITY SEPTIC SYSTEM 5. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. (SEE PLANS ON FILE WITH THE HEALTH DEPARTMENT) 3. UTILIZE RAISED FOUNDATION AND PRESSURE TREATED WOOD NEAR GROUND AT ADD'N. off 508-362-4541 fax 508 362-9880 SITE PIAN DRAFTER: DAO DATE: 1-24-03 �T80F Esq down inc. _O CHKD BY: AHO DATE: 4-30-03 - 0 �y cape engineering, OF LAND IN M-� DANIEL, r DATE: 11-17-04 (add ent. add'n +front hcp ramp) MA g A.,, ClV/L ENGINEERS SCALE 1" = 20' _--qYARMOUTHPORT, LAND SURVEYORS O PREPARED FOR: �T 00 INAHO RESTAURANT 939 Main Street - YARMOUTHPORT, MASS. 01-078INAHOREV-04 ADDN.DWG - #157 ROUTE 6A, YARMOUTH PORT s