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HomeMy WebLinkAbout313 Whites Path - Site Plan"._rte-f-�'�./_ m .J "7 WHITES ATS BENCHMARK: ` J eoaanx. 12" , in WAY i RD1 RIM. EL. 26.5 INV. IN EL. 21.0 -26 MAP 109 PCL 96 .ZL YOUNG INNOVATIONS LLC 307 WHITES PATH SOUTH YARMOUTH, MA 02664 MAr " rl.L GJ.I TITAN REAL ESTATE LLC 8 SHED ROW WEST YARMOUTH, MA 02673 MAF'. VY r -UL L/ VIRTOM LIMITED PARTNERSHIP 2 ATLANTIC AVE SOUTH YARMOUTH, MA 02664 RIM. EL. 24.5 INV. OUT EL. 20.5 RIM. RIM. EL 25.0 INV. IN EL. 20.39 INV. OUT EL. 20.19 Rw. EL. 25.9 RNV. IN EL 19.98 TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, RS DATE: 2/19/14 0 Tec o � < N I PERC. RATE _ 4 MI / NCH t CLASS I SOILS L L nob ELEV. ELEV. 134.95' Q p" 25.2' p" 25.2' FILL FILL 18" PERC 18.2' C FS WITH POCKETS OF SiL 17.2' - 1CYR 7/4 1 13_2' 144" 1 13.2' NO GROUNDWATER ENCOUNTERED DRAINAGE TEST HOLE LOG ENGINEER: DANIEL E. GONSALVES, SE #13587 DATE: 2/19/15 CLASS -I SOILS ELEV. p" 28.5' 9 10- 21.8 - . 21.6 20" CB2 RIM. EL 25.9 INV. OUT EL. 22.0 144' 116.5' NO GROUNDWATER ENCOUNTERED MAP 109 PCL 94 R.B.OUR CO. TEMPORARY EROSION CONTROL LOCUS MAP 1" = 2000' approx. ASSESSORS MAP 109 PARCEL 95 SITE IS LOCATED WITHIN A ZONE II (APD) ZONING SUMMARY ZONING DISTRICT: B-3 BUSINESS DISTRICT, APD OVERLAY 0 Tec o � oye t 49,670 S.F. L L nob Hill _ Route S 134.95' MIN. FRONT SETBACK Railroad 30' Locus SIDE SETBACK 10' 10.5' MIN. REAR SETBACK � 260.4' 2 O Q 19.9% MAX. LOCUS MAP 1" = 2000' approx. ASSESSORS MAP 109 PARCEL 95 SITE IS LOCATED WITHIN A ZONE II (APD) ZONING SUMMARY ZONING DISTRICT: B-3 BUSINESS DISTRICT, APD OVERLAY EXISTING USE: VACANT- PRECAST STORAGE PROPOSED USE: WHOLESALE HVAC SUPPLY CONSTRUCTION PERIOD: PROVIDE 12" DEEP 1.5" WASHED STONE APRON 40' INTO LOT MIN. PROVIDE SILT FENCE ACROSS FRONT AND 20' UP SIDES OF SITE. OWNER OF RECORD ROBERT B. OUR CO., INC. P.O. BOX 1539 HARWICH, MA 02645-6539 APPLICANT ANN MARIE PROPERTIES, LLC 480 TURNPIKE STREET SOUTH EASTON, MA 02375 ATTN: GLENN M. AMORE, MGR. REFERENCES DEED BOOK 10188 PAGE 300 PLAN BOOK 427 PAGE 83 NOTES 1. DATUM IS NAVDB8 VERTICAL NAD83 HORIZONTAL 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-22 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL 13E RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR TO COORDINATE ALL UTILITY CONNECTIONS WITH APPROPRIATE VENDORS. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. LEGEN D --99- EXISTING CONTOUR X 99•N EXIST. SPOT ELEV. -[99J--- PROPOSED CONTOUR 198.4) PROPOSED SPOT EL. TTHyyy1,,, TEST HOLE CATCH BASIN UTILITY POLE FIRE HYDRANT ( TREE LIGHT �S WATER SHUTOFF C - GUY WIRE SIGN -W WATER LINE -G- GAS LINE - OHE - OVERHEAD ELECTRIC -RD - ROOF DRAIN NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 0 TIE PLA OF 313 WHITES PATH SOUTH YARMOUTH, MA ..a.. «.. PREPARED FOR = DAA ELA. _T1 DANIEL off 508-362-4541 OR OJALAA. I fax 508-362-9880 ` CIVIL E OJA.LA I� downcope.com © Na 46502 ,1 gYNO 40980P down cape engineering, inc. °SPS rsTERN°a�� w �� vb Ai. E � . n SJk�ti •.. civil engineers°' land surveyors 939 Main Street ( Rte 6A) Scale: 1"= 20' YARMOUTHPORT MA 02675 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. LICE #15-018 O e- ej: DATE: APRIL 6, 2015 REV.: MAY 14, 2015 SHEET 1 OF 3 REQUIRED: PROVIDED: MIN. LOT SIZE 40,000 S.F. 49,670 S.F. MIN. LOT FRONTAGE 100' 134.95' MIN. FRONT SETBACK 30' 30' MIN. SIDE SETBACK 10' 10.5' MIN. REAR SETBACK 30' 260.4' MAX_ BUILDING COVERAGE 35% 19.9% MAX. LOT COVERAGE 70% 60.8% BUILDING HEIGHT NATURAL GRADE AT STREET = 26.0' + 35.0' = 61.0' ALLOWED 54.83 PROPOSED OK EXISTING USE: VACANT- PRECAST STORAGE PROPOSED USE: WHOLESALE HVAC SUPPLY CONSTRUCTION PERIOD: PROVIDE 12" DEEP 1.5" WASHED STONE APRON 40' INTO LOT MIN. PROVIDE SILT FENCE ACROSS FRONT AND 20' UP SIDES OF SITE. OWNER OF RECORD ROBERT B. OUR CO., INC. P.O. BOX 1539 HARWICH, MA 02645-6539 APPLICANT ANN MARIE PROPERTIES, LLC 480 TURNPIKE STREET SOUTH EASTON, MA 02375 ATTN: GLENN M. AMORE, MGR. REFERENCES DEED BOOK 10188 PAGE 300 PLAN BOOK 427 PAGE 83 NOTES 1. DATUM IS NAVDB8 VERTICAL NAD83 HORIZONTAL 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-22 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL 13E RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR TO COORDINATE ALL UTILITY CONNECTIONS WITH APPROPRIATE VENDORS. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. LEGEN D --99- EXISTING CONTOUR X 99•N EXIST. SPOT ELEV. -[99J--- PROPOSED CONTOUR 198.4) PROPOSED SPOT EL. TTHyyy1,,, TEST HOLE CATCH BASIN UTILITY POLE FIRE HYDRANT ( TREE LIGHT �S WATER SHUTOFF C - GUY WIRE SIGN -W WATER LINE -G- GAS LINE - OHE - OVERHEAD ELECTRIC -RD - ROOF DRAIN NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 0 TIE PLA OF 313 WHITES PATH SOUTH YARMOUTH, MA ..a.. «.. PREPARED FOR = DAA ELA. _T1 DANIEL off 508-362-4541 OR OJALAA. I fax 508-362-9880 ` CIVIL E OJA.LA I� downcope.com © Na 46502 ,1 gYNO 40980P down cape engineering, inc. °SPS rsTERN°a�� w �� vb Ai. E � . n SJk�ti •.. civil engineers°' land surveyors 939 Main Street ( Rte 6A) Scale: 1"= 20' YARMOUTHPORT MA 02675 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. LICE #15-018 O e- ej: DATE: APRIL 6, 2015 REV.: MAY 14, 2015 SHEET 1 OF 3