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HomeMy WebLinkAbout4974 1067 Route 28 Title 5 Site Plan 01.10.20LEGEND 99 --EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. -[99}-PROPOSED CONTOUR [98.4] PROPOSED SPOT EL. TH1 0 TEST HOLE !7:--SLOPE OF GROUND en., UTILITY POLE "r'f'FIRE HYDRANT . .,., NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING ..i� / --- /_) SYSTEM DESIGN: 20 BOWLING LANES @ 100 GPO/LANE = 2000 GPO 66 FAST FOOD SEATS@ 20 GPO/SEAT= 1320 GPO 50 FUNCTION HALL SEATS @ 15 GPO/SEAT = 750 GPO TOTAL PROPOSED DESIGN FLOW ESTIMATE= 4070 GPO EXISTING SEPTIC SYSTEM #1 HAS A CAPACITY OF 2412 GPO PROPOSED DESIGN FLOW FOR SEPTIC SYSTEM #1: 20 BOWLING LANES @ 100 GPO/LANE = 2000 GPO 20 FAST FOOD SEATS@ 20 GPO/SEAT= 400 GPO 2400 GPO TOTAL 2412 > 2400 OK GREASE TRAP: 50 SEATS @ 15 GPO/SEAT = 750 GPO ADD 1500 GAL GREASE TRAP TO SEPTIC SYSTEM #1 EXISTING SEPTIC SYSTEM #2 HAS A CAPACITY OF 2412 GPO PROPOSED DESIGN FLOW FOR SEPTIC SYSTEM #2: 46 FAST FOOD SEATS@ 20 GPO/SEAT= 920 GPO 3000 S.F. RETAIL @ 50 GPD /1000 S.F. = 150 GPO 1070 GPO TOTAL 2412 > 1070 OK EXISTING SEPTIC SYSTEM #3 HAS A CAPACITY OF 5700 GPO PROPOSED DESIGN FLOW FOR SEPTIC SYSTEM #3: 50 FUNCTION HALL SEATS @ 15 GPO/SEAT = 750 GPO 750 GPO TOTAL 5700 > 750 OK EXISTING_.�t1cSYSTErji #1 -t> ( / EXISTING BUILDING "CAPE BOWL" TOF=19.3 SLAB=19.0 PROPOSED 1500 GAL. GREASE TRAP 3000± S.F FUTURE RETAIL SPACE EXISTING SEPTIC SYSTEM #3 < r /JI_,� � ( I /� \I ,) NOTES 1.DATUM IS �N�A�VD�88�--- 2.MUNICIPAL WATER IS �E=Xl=ST=IN=G�--- 3.THIS PLAN IS FOR PROPOSED WORK ONLY ANDNOT TO BE USED FOR LOT LINE STAKING OR ANYOTHER PURPOSE. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) ANDVERIFYING THE LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OFWORK. 5.MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT. 6.DESIGN LOADING FOR ALL PROPOSED PRECASTUNITS TO BE AASHO H-20. 7.PIPE JOINTS TO BE MADE WATERTIGHT. 8.CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 9.PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 10.COMPONENTS NOT TO BE BACKFILLED ORCONCEALED WITHOUT INSPECTION BY BOARD OFHEAL TH AND PERMISSION OBTAINED FROM BOARDOF HEALTH. TEST HOLE LOGS ENGINEER: p SULLIVAN WITNESS: AMY L. VON HONE DATE: 1 /25/02 PERC. RAT E = < 5 MIN/INCH CLASS SOILS o" - 2" 6" 22" - ASPHALT COMPACTED GRAVEL B MS 10YR 4/6 C ELEV. 14.5' 14.0 12.7 PE RC X- FS 2.5Y 6/4 1 44" 4.0' GROUND WATER ENCOUNTERED AT 140" EL. 2.8 GROUNDWATER ADJ. DATA: WELL: MIW 29 ZONE: A ADJUSTMENT: 2.6' PE LOCUS MAP SCALE 1 "= 2000' ± ASSESSORS MAP 50 PARCEL 116 LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001C0587J DATED 7/16/2014 TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE # 13587 WITNESS: PHIL RENAUD DATE: 10/9/19 PERC. RAT E = < 2 MIN/INCH CLASS SOILS o· - 26" 32" - RC IX 32" FILL B LS 10YR 4/4 C FS 2.5Y 7 /4 ELEV. 15.0' 12.3' 4.0' GROUNDWAT ER ENCOUNTERED AT 132" EL. 4.0 GROUNDWAT ER ADJ. DATA: WELL: MIW 29 ZONE: A ADJUSTMENT: 1 .4' (SEPTEMBER) TITLE 5 SITE PLAN DATE OF 1067 ROUTE 28 SOUTH YARMOUTH, MA PREPARED FOR RY AN FAMILY AMUSEMENTS k(S; � j DANIEL A. OJALA, P.E., P.L.S. DATE: JANUARY 10, 2020 Scale: 1 "= 20' 40 50 .:-EE' I � off 508-362-4541fax 508-362-9880 downcape.com © down cape engineering, inc. � civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 XXXXX.DWG