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HomeMy WebLinkAboutEngineered Plan - 2016*9.0' FOUNDATION LEGEND- EXISTING EGEND PRECAST H-10 RISERS (TYP.) 2'm SYSTEM PROFILE (NOT TO SCALE) PROVIDE MIN.. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 10.6' MINIMUM .75' OF COVER OVER PRECAST 4"OSCH40 PVC s' MIN. SUMP PIPES LEVEL 1ST 2' 12" MIN. INT. OIM. U 10" 1500 GAL H-20 14" 8 68' TEE SEPTIC TANK TEE g.43' OOOo000000o0 WATERTEST D'BOX GAS BAFFLE ::' °�a�o�o�o FOR LEVELNESS 4' LIQ. LEVEL (ACME OR EQUAL) '': 8.23' 8.06' J0 .00080 001O O O O0�O O O O O O O O O O O O O 00 O0p t 00000000000000 000000 100000000000(0000.000'0• O O O O O 0 0t0n0n070700 O ( 2.5% SLOPE) - 11' - 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) 8.03' ( 1 % SLOPE) (-1-7. SLOPE) H-20 H-20 SEPTIC TANK 20' D' BOX 5' - *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 77 TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, RS DATE: 8/28/14 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV ELEV r 7" 221± PERC 120" A LS 1OYR 3/2 E LS 1OYR 6/2 B LS 1OYR 3/6 C FS 2.5Y 6/6 A LS 1OYR 3/2 4" E LS 8.9' 13„ 1OYR 6/2 8.4' B LS 1OYR 3/6 7.7' 2011 go 1 o1.2' BENCHMARK: HYDRANT TAGBOLT = 10.94 NAVD88 100.00' arm MARK CORNERS OF LEACHING FIELD W/ PROVIDE INSPECTION PORTS TO REBAR SET 4" BELOW WITHIN 3" OF FINISH GRADE GRADE 2% SLOPE \ FILTER FABRIC - 10.0 TOP 8.38' FINISHED GRADE- 4" LOAM &. SEED OR PAVE AS REQ. 7-, -- CLEAN FILL �! 4" PERFORATED PVC 3' -O.C. S=0.005 - O O 3/4"-1-1/2" DOUBLE WASHED 10" STONE LEACHING FIELD ° 6"DEPTH //, MIN BELOW INV. ° 7.70' X LEVEL I BOTTOM o "• l 7.20' 5.0' �j ADJUSTED GROUNDWATER EL. 2.2 LEACHING GROUNDWATER ADJ. DATA: FACILITY WELL: MIW 29 0 100% RESERVE � TH 1 j 32 TH2 .._ 0 LOT 81 [11.0] 11.2' OO 01 9000 SF 10.5 30.3' o PROPOSED Q0 DWELLING -0 o 0 CRAWLSPACE SLAB = 10.2 n I Pq TOF = 12.0 10 MART -"' W 20'2VENTS, [10.0] PROPOSED [10.5 DRIVE 10.01 E E ----- E cn 100.00' 9� GROUNDWATER ADJ. DATA: C WELL: MIW 29 MS ZONE: A 1OYR 6/8 ADJUSTMENT: 2.5' (AUGUST) -0.5' 120" -0.5' GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED AT 118" EL. -0.3 AT 116" EL. -0.2 , IDCE #14-207#14-207 Sccle:1 = 20 0 10 20 30 40 50 FEET EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. -[991- PROPOSED CONTOUR [98.4] PROPOSED SPOT EL. TH1 m• ow , t. Roue 2 � TEST.HOLE 22� SLOPE OF GROUND UTILITY POLE Y, FIRE HYDRANT NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING PRECAST H-10 RISERS (TYP.) 2'm SYSTEM PROFILE (NOT TO SCALE) PROVIDE MIN.. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 10.6' MINIMUM .75' OF COVER OVER PRECAST 4"OSCH40 PVC s' MIN. SUMP PIPES LEVEL 1ST 2' 12" MIN. INT. OIM. U 10" 1500 GAL H-20 14" 8 68' TEE SEPTIC TANK TEE g.43' OOOo000000o0 WATERTEST D'BOX GAS BAFFLE ::' °�a�o�o�o FOR LEVELNESS 4' LIQ. LEVEL (ACME OR EQUAL) '': 8.23' 8.06' J0 .00080 001O O O O0�O O O O O O O O O O O O O 00 O0p t 00000000000000 000000 100000000000(0000.000'0• O O O O O 0 0t0n0n070700 O ( 2.5% SLOPE) - 11' - 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) 8.03' ( 1 % SLOPE) (-1-7. SLOPE) H-20 H-20 SEPTIC TANK 20' D' BOX 5' - *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 77 TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, RS DATE: 8/28/14 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV ELEV r 7" 221± PERC 120" A LS 1OYR 3/2 E LS 1OYR 6/2 B LS 1OYR 3/6 C FS 2.5Y 6/6 A LS 1OYR 3/2 4" E LS 8.9' 13„ 1OYR 6/2 8.4' B LS 1OYR 3/6 7.7' 2011 go 1 o1.2' BENCHMARK: HYDRANT TAGBOLT = 10.94 NAVD88 100.00' arm MARK CORNERS OF LEACHING FIELD W/ PROVIDE INSPECTION PORTS TO REBAR SET 4" BELOW WITHIN 3" OF FINISH GRADE GRADE 2% SLOPE \ FILTER FABRIC - 10.0 TOP 8.38' FINISHED GRADE- 4" LOAM &. SEED OR PAVE AS REQ. 7-, -- CLEAN FILL �! 4" PERFORATED PVC 3' -O.C. S=0.005 - O O 3/4"-1-1/2" DOUBLE WASHED 10" STONE LEACHING FIELD ° 6"DEPTH //, MIN BELOW INV. ° 7.70' X LEVEL I BOTTOM o "• l 7.20' 5.0' �j ADJUSTED GROUNDWATER EL. 2.2 LEACHING GROUNDWATER ADJ. DATA: FACILITY WELL: MIW 29 0 100% RESERVE � TH 1 j 32 TH2 .._ 0 LOT 81 [11.0] 11.2' OO 01 9000 SF 10.5 30.3' o PROPOSED Q0 DWELLING -0 o 0 CRAWLSPACE SLAB = 10.2 n I Pq TOF = 12.0 10 MART -"' W 20'2VENTS, [10.0] PROPOSED [10.5 DRIVE 10.01 E E ----- E cn 100.00' 9� GROUNDWATER ADJ. DATA: C WELL: MIW 29 MS ZONE: A 1OYR 6/8 ADJUSTMENT: 2.5' (AUGUST) -0.5' 120" -0.5' GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED AT 118" EL. -0.3 AT 116" EL. -0.2 , IDCE #14-207#14-207 Sccle:1 = 20 0 10 20 30 40 50 FEET LOCUS MAP ZONE: A SCALE 1"=2000'± ADJUSTMENT: 2.5' NOTES (AUGUST) ASSESSORS MAP 26 PARCEL 64 1. DATUM IS NAVD 88 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL SYSTEM DESIGN: i3 2. MUNICIPAL WATER IS PROPOSED 11) AS SHOWN ON COMMUNITY PANEL 40 �e " See i ornin �' �• m• ow , t. Roue 2 � w N � 0 O) otir � ZONING SUMMARY p a a � f• shore D o. el nth Nantucket REQUIRED: Sound Locu WITH 310 CMR 15.000 (TITLE 5.) MIN. LOT SIZE 25,000 S.F. 9,000 S.F. LOCUS MAP ZONE: A SCALE 1"=2000'± ADJUSTMENT: 2.5' NOTES (AUGUST) ASSESSORS MAP 26 PARCEL 64 1. DATUM IS NAVD 88 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL SYSTEM DESIGN: i3 GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 4 BEDROOMS ©. 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 USE A 1500 GAL. SEPTIC TANK LEACHING: 440 GPD / (.74) = 595 SF REQUIRED 10' X 60' = 600 SF OK 600 SF X .74 = 444 GPD OK USE A 10' X 60' PIPE AND STONE LEACHING FIELD Yarriouth Hwlth Deprirt'merlt VES - - - Date DATE DANIEL A. OJALA, P.E., P.L.S. SITE PLAN OF #9 MAYO ROAD OUTH YARMOUTH, MA PREPARED FOR ROBIN CITRANO DATE: JULY 20, 2016 off 508-362-4541 fax 508-362-9880 I downcope.com down cape engineering, inc. civil engineers land surveyors 939 Main Street ( R to 6A) YARMOUTHPORT MA 02675 14-207 2. MUNICIPAL WATER IS PROPOSED 11) AS SHOWN ON COMMUNITY PANEL #25001 CO589J DATED 7/16/2014 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 ZONING SUMMARY 5. PIPE JOINTS TO BE MADE WATERTIGHT. ZONING DISTRICT: R-25 DISTRICT 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE REQUIRED: PROPOSED: - WITH 310 CMR 15.000 (TITLE 5.) MIN. LOT SIZE 25,000 S.F. 9,000 S.F. MIN. LOT FRONTAGE 150' 90' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND MIN. FRONT SETBACK 30' 30.3' NOT TO BE USED FOR LOT LINE STAKING OR ANY MIN. SIDE SETBACK 15' 15.1' OTHER PURPOSE. MIN. REAR SETBACK 20' 20.2' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. MAX. BUILDING COVERAGE 25% 17% 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF i HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OWNER OF RECORD CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF JOHN A & ROBIN M CITRANO WORK. 35 BUEHLER ROAD 11. ANY UNSUITABLE MATERIAL ENCOUNTERED BEDFORD, MA 01730 SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. REFERENCES 12. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS. ALL UTILITIES TO BE ABOVE FLOOD ZONE ELEVATION 11. SLAB TO BE ABOVE LOWEST DOC 1255086 ADJACENT GRADE. APPROXIMATELY 4 SMART LCP 21122 A VENT FLOOD VENTS OR EQUAL TO BE INSTALLED WITHIN 1' OF GRADE REQUIRED. I GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 4 BEDROOMS ©. 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 USE A 1500 GAL. SEPTIC TANK LEACHING: 440 GPD / (.74) = 595 SF REQUIRED 10' X 60' = 600 SF OK 600 SF X .74 = 444 GPD OK USE A 10' X 60' PIPE AND STONE LEACHING FIELD Yarriouth Hwlth Deprirt'merlt VES - - - Date DATE DANIEL A. OJALA, P.E., P.L.S. SITE PLAN OF #9 MAYO ROAD OUTH YARMOUTH, MA PREPARED FOR ROBIN CITRANO DATE: JULY 20, 2016 off 508-362-4541 fax 508-362-9880 I downcope.com down cape engineering, inc. civil engineers land surveyors 939 Main Street ( R to 6A) YARMOUTHPORT MA 02675 14-207