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HomeMy WebLinkAbout43 Route 6A - Plan of Land - Proposed (05)LEGEND SPOT ELEVATION CATCH BASIN GREASE TRAP SEWER MANHOLE TELEPHONE MANHOLE UTILITY POLE / TRANSFORMER UTILITY POLE ELECTRIC LINE ELECTRIC HANDHOLE GAS METER GAS LINE GAS GATE WATER GATE WATER LINE GREASE TRAP SEPTIC TANK SEPTIC PUMP CHAMBER OVERHEAD WIRE VERTICAL DATUM BASED ON SEPTIC DESIGN PLAN PREPARED BY OTHERS N/F EDWIN J. BENNETT ASSESSORS MAP 112 PARCEL 32 X ," w J = M RONT V) O DE z LOCUS EAR m r 0,000 Le LL O o 0,800± S.F. (0.71± ACRES) z z S.F. f_ 37\7\ 7_ = - ` C.B. 342 -- UP `� \\ \\ '35:7: _---------- ---- --- = 34.2 Ow\ , \\ ROUTS\\3.::.:::......... ::----..... e\ (VARIABLE WIDTH - STATE ROAD C.B. \ 34.5 01{w :=`=-'_ :_ .....35.:7• :::: \ - OH W sa QOHW W CB/DhiR•�3 16)Y' - �.'•/ 63.56-� -_OHw-----OHW UP Rb 1 SIGN I / :'•/ 5.6' N4740"E PROPOSED NEW 6" C.I. OUTLET PIPE I r� C3i7:8•' ; p TO BE SLEEVED.. y / a PROP. 2nd GAS- , 5 `w / STORY EGRES NS 3 2 1 :( LANDING \ 8• PROPOSED B 13' p & STAIRS T tz NEW 2000 GAL ?00 / GREASE TANK r \1 410 i 1� J PROP. WALL / /;o MAIN &FOOTING v�' f ✓ /� ENTR �� LOCUS INFORMATION Oy4 / o / = FOR NEW h ± o / ) 0 COOLER 1 PROPOSED i/ l { BATHROOM 22 5 ) I I CURRENT OWNER; 4 .5 / 21 / / / ,/�• / \ "ABBICCI" 2,1' ) I i I �f TITLE REFERENCE: D EXISTING / r� 321± J �: 75 SEAT RESTAURANT PLAN REFERENCE: P PROP. 96 SEAT < Q / w T.O.F.=37.9' c�\' ry/ / /i ASSESSORS MAP: 11 UNIT "A" // C-;) PARCEL: 31 ZONING DISTRICT: R SETBACKS: F 0 / / 8'x18 �' ///�0 / RI �R�^\ CONC. �N9 / // / NOS. MINIMUM LOT SIZE: 4 s /PG X00 PAD Ay t16 UTILITY LOCATION TO EXISTING LOT AREA: 3 �/ j /G / OR- X // / :/ DUMPSTERS ( STORAGI SHED / BE VERIFIED PRIOR TO EXISTING DWELLING OFFICE: 1, t�P / I ! - / CONSTRUCTION. UTILITIES / rL� tx / �5 / Oc 39.8 P� / 1 // SHOWN ARE BASED ON EXISTING RESTAURANT: 2 /' �•1 ` / DESIGN PLANS. TOTAL BUILDING COVERAGE: 4, SFO / PGS// $p 5 11 l % // NITROGEN SENSITIVE m LOCUS MAP: NOT TO SCALE 3 HALLET STREET REAL ESTATE TRUST EED BOOK 6367, PAGE 90 LAN BOOK 581, PAGE 34 2 -40 I 11'-0" RONT 30' DE 20' EAR 20' 0,000 S.F. 0,800± S.F. (0.71± ACRES) 581± S.F. 978± S.E. 559± S.F. (14.87) A�P// �� / 4* m REFRIGERATOR ZONE: NO (NOT A ZONE II) / FEMA FLOOD ZONE DISTRICT: C, DATED 6/17/86, PANEL #250015 0003 C ' / 31 �`�A• </1 OVERLAY DISTRICT: NONE (NO APD) PARK SPACIES \ ) �, ),'// / APPROXIMATE EDGE OF WETLANDS UNDERGROUND DRAIN a0 1/i\ EXISTING \\ �00--TERRACE- GARDENS ItK \ / 1 4.� g'X20 �- /N(o / 1 NOTE �g'A1 \ i / FIELD LOCATIONS BY THE BSC GROUP IN W DEN :TE PATI / EXISTING / DWELLING/OFFICE f // TOP OF ,o FOUNDATION =41.2' UNIT "B" / / �4.2' ] / g G L � t� N/F SYLVIA H. CAHOON ASSESSORS MAP 112 PARCEL 45 THE SPRING OF 2003 96 SEATS AT 15 GALLONS PER SEAT = 1,440 GAL TANK REQUIRED 1,440 GAL TANK REQUIRED 2,000 GAL TANK PROPOSED GREASE TRAP DETAIL: NOT TO SCALE NOTES: 1.) TANK SHALL BE WATERTIGHT PRECAST CONCRETE. 2.) GREASE TRAP SHALL WITHSTAND H-20 LOADING. 3.) ALL PIPE CONNECTIONS, SEAMS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4.) INLET AND OUTLET TEES TO BE CAST IRON AND SCHED. 40 PVC AND TEES TO BE ACCESSIBLE UNDER MANHOLE COVER. 5.) MANHOLES SHALL BE BROUGHT TO FINISHED GRADE. 2,000 GALLON H-20 6.) GREASE TRAP SHALL MEET ALL REQUIREMENTS OF 310 CMR 15.230 AND MAINTAINED IN ACCORDANCE WITH 310 CMR 15.351. 7.)INLET AND OUTLET TEES TO BE PROPERLY SUPPORTED WITH HANGERS AND/OR STRAPS. MIN. 3 - FR /WITH OF M1s I 11'-0" If CRAIG A. PROP. EXISTING INV. AT BUILDING 37.4 37.00 TO BE SLEEVED EXISTING INV AT G.T. IN 34.0 34.00 TO BE SLEEVED EXISTING INV AT G.T. OUT 33.8 33.75 EXISTING INV AT S.T. IN 33.0 GREASE TRAP PLAN INVERTS BASED ON DESIGN PLANS AND ARE NOT RELOCATED BY BSC AT THIS TIME. UTILITIES AND INVERTS ARE TO BE CONFIMED IN FIELD PRIOR TO CONSTRUCTION. GREASE TRAP DETAIL: NOT TO SCALE NOTES: 1.) TANK SHALL BE WATERTIGHT PRECAST CONCRETE. 2.) GREASE TRAP SHALL WITHSTAND H-20 LOADING. 3.) ALL PIPE CONNECTIONS, SEAMS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4.) INLET AND OUTLET TEES TO BE CAST IRON AND SCHED. 40 PVC AND TEES TO BE ACCESSIBLE UNDER MANHOLE COVER. 5.) MANHOLES SHALL BE BROUGHT TO FINISHED GRADE. 2,000 GALLON H-20 6.) GREASE TRAP SHALL MEET ALL REQUIREMENTS OF 310 CMR 15.230 AND MAINTAINED IN ACCORDANCE WITH 310 CMR 15.351. 7.)INLET AND OUTLET TEES TO BE PROPERLY SUPPORTED WITH HANGERS AND/OR STRAPS. MIN. 3 - FR /WITH OF M1s I 11'-0" If CRAIG A. I FIELD t gytH A, w� /L//S�0.i MARY. O. c?. PLAN INLET PIPE 40" DIGB m 10'-0" ROUTE 6A MIN. CIVIL q - (BARNSTABLE COUNTY) OCTOBER 20, 2005 GREASE TRAP PLAN No.45937 6'-0"-O _ CC -0" 6'-1" INT sI AL \3 43 MAIN STREET - ROUTE 6A YARMOUTH PORT MA 02675 - 24" DIAMETER COVERS �--' 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2005 The BSC Group, Inc. SCALE: 1" = 20' 0 2.5 5 10 uE�rss 6" CRUSHED STONE PROD. MGR.: C. FIELD FIELD: D. GAZZOLO / J. MCCARTIN PLAN VIEW ON COMPACTED, LEVEL CHECK: C. FIELD FILE: 8630-CON/GREASE. DWG DWG. NO: 5495-03 AND TRUE TC GRADE 1 SHEET 1 OF 1 JOB. N0: 4-8630.00 STABLE BASE A 4" CAST IRON MANHOLE COVERS FRAMES 6" I 12" 4" PVC LIQUID DEPTH 3" 5,_4w FF 555 CROSS-SECTION 7TEE 6'-4w X 6" _. V � 00 �� OWF If CRAIG A. I FIELD t No.38039 A, w� /L//S�0.i PROFESSIONAL LAND SURVEYOR DATE PLAN OF LAND PROPOSED CONPI17ONS #43 MAIN STREET ROUTE 6A IN MASSACHUSETTS - (BARNSTABLE COUNTY) OCTOBER 20, 2005 GREASE TRAP PLAN REVISIONS NO. DATE DESC. 1. 12/19/05 ADD GREASE CALC. PREPARED FOR: Ms. MARIETTA B. HICKEY 43 MAIN STREET - ROUTE 6A YARMOUTH PORT MA 02675 ;,�­:77k Mj TA'J'SROTu �--' 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2005 The BSC Group, Inc. SCALE: 1" = 20' 0 2.5 5 10 uE�rss 0 10 20 40 FEET PROD. MGR.: C. FIELD FIELD: D. GAZZOLO / J. MCCARTIN CALC./DESIGN: K. HEALY DRAWN: K. HEALY �. CHECK: C. FIELD FILE: 8630-CON/GREASE. DWG DWG. NO: 5495-03 1 SHEET 1 OF 1 JOB. N0: 4-8630.00 V � 00 �� i sem-. z v r. � � b 1 0 V � 00 ��