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HomeMy WebLinkAbout43 Route 6A - Plan of Land - Proposed 3 (05)LEGEND 50.9 X SPOTELEVATION C.B. ® CATCH BASIN G,TRAP GREASE TRAP SMH SEWER MANHOLE TMH m TELEPHONE MANHOLE UPTca, UTILITY POLE / TRANSFORMER r0, UTILITY POLE -E— ELECTRIC LINE o EHH ELECTRIC HANDHOLE 0 GAS -M GAS METER -G— GAS LINE GG GAS GATE wv N WATER GATE - W— WATER LINE G.T. GREASE TRAP S.P. SEPTIC TANK P.C. SEPTIC PUMP CHAMBER OHW OVERHEAD WIRE NOTE VERTICAL DATUM BASED ON SEPTIC DESIGN PLAN PREPARED BY OTHERS N/F EDWIN J. BENNETT ASSESSORS MAP 112 PARCEL 32 A w II Q z ~0 N z LOCUS Q w 6A ff (�Le LL_ O O At/ � o � o 6 \ 37U\ - =� _ _ _ • LOCUS MAP: NOT TO SCALE ^-- C.B. --X--- 342 ---X UP � \ 34.2 OHW ---oHw\ R O U T1.,36 A MAI N S T SET - Okw \ iL-3� 5- �� _ : 36 8 36.4 • - _ \ VARIABLE WIDTH - STATE ROAD) C.B. '� Z - ---35.7-•- c34.6::: _ 4.5 \ R58: - ` OHW OHW _ : : CB/DH 63.56 \ oHw--_oHw UP? _ jj / GAS A(68. 3 ; PROPOS 8 34 A) NEW 2000 7? OpeO� 1 :I / I { / /���A� L GREASE TANK i ,r f!_ l/ 3 l; Pit I LOCUS INFORMATION CURRENT OWNER: 4 UP/.- \ s) // g "ABBICCI" lr { ( TITLE REFERENCE: D + EXISTING A,1 75 SEAT RESTAURANT I J PLAN REFERENCE: P �--.-� �, 1 { / PROP. 96 SEAT � �/, // // I ASSESSORS MAP: 1 T.O.F.=37.9' /�✓�// PARCEL: 4,/ = /.- / %�� // // r/ J ZONING DISTRICT: ✓I� / l `. J f / SETBACKS: F 8'x18 / /} ? s1 / ` MINIMUM LOT SIZE: / � NOTE: \> CONC. / � ,�^/ ��i ,�h UTILITY LOCATION TO EXISTING LOT AREA: // / DUMPSTERS r l BE VERIFIED PRIOR TO X l STORAGE SHED / CONSTRUCTION. UTILITIES EXISTING DWELLING/OFFICE: 1 39 g -/ �� / i f' . / SHOWN ARE BASED ON EXISTING RESTAURANT: CSP / DESIGN PLANS. TOTAL BUILDING COVERAGE: NITROGEN SENSITIVE REFKGERATOR ZONE: FEMA FLOOD �� ZONE DISTRICT. OVERLAY DISTRICT - PARKING APPROXIMATE EDGE SPACES i r' OF WETLANDS 3 HALLET STREET REAL ESTATE TRUST EED BOOK 6367, PAGE 90 LAN BOOK 581, PAGE 34 12 31 R-40 RONT 30' SIDE 20' REAR 20' 40,000 S.F. 30,800± S.F. (0.71± ACRES) ,581 t S.F. 2978± S.F. 4,559± S.F. (14.8%) NO (NOT A ZONE II) C, DATED 6/17/86, PANEL #250015 0003 C ONE (NO APD) OOFO• Y , 0 U/ / / 1 / NOTE FIELD LOCATIONS BY THE BSC -' SPRING OF 2003 J / \ DECK C \ \ X J - UNDERGROUND DRAIN \A� EXISTING \\ \t-- TERRACE s. -GARDENS f 000 1 \ CB/DH FND\ \47.0 t \ / / RS• � � aQ W DEN :TE PATI i O �O /// �U C� ? tr 96 SEATS AT 15 GALLONS PER SEAT = 1,440 GAL TANK REQUIRED EXISTING / /ice // � 1,440 GAL TANK REQUIRED 2,000 GAL TANK PROPOSED DWELLING/OFFICE TOP OF to' FOUNDATION=41.2 PROPOSED INV. AT BUILDING 36.07 j PROPOSED INV AT G.T. IN 35.84 PROPOSED INV AT G.T. OUT 35.59 EXISTING INV AT S.T. IN 35.44 4v •Z l �G / INVERTS BASED ON DESIGN PLANS AND ARE NOT RELOCATED BY BSC AT THIS TIME. UTILITIES AND INVERTS'>lLl� / ARE TO BE CONFIMED IN FIELD PRIOR TO CONSTRUCTION. N i(ILD 1 GREASE TRAP DETAIL: NOTES: NOT TO SCALE N /F SYLVIA H. CAHOON ASSESSORS MAP 112 PARCEL 45 yjN OF Mq$ MAR DIDB CIVIL No. 45937 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. 10'-0" 6'-0" _0" \ C) — 3 — 24" DIAMETER COVERS PLAN VIEW 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. 6" C.I. INLET PIPE MIN. 3— 24" .R /WITH FRS n 12" H40" MIN. 1'I1*itao 6" CRUSHED STONE ON COMPACTED, LEVEL AND TRUE TO GRADE STABLE BASE ST IRON MANHOLE COVERS ES 1 4" PVC LIQUID DEPTH 3"J 5'-4- 6'-4* OUTLET TEE 12' MAX CROSS-SECTION Of 1 CRAIG A. 1► �$N No.3 .38039 � 0 PROFESSIONAL LAND SURVEYOR PLAN OF LAND PROPOSED CONDITIONS #43 MAIN STREET ROUTE 6A IN MASSACHUSETTS (BARNSTABLE COUNTY) OCTOBER 20, 2005 GREASE TRAP PIAN 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 "13 1 S GROUT 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 MEtErss 0 10 20 40 FEET PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. MCCARTIN CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: C. FIELD FILE: 8630-CON/GR EASE. DWG DWG. NO: 5495-03 SHEET 1 OF 1 JOB. NO: 4-8630.00