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HomeMy WebLinkAboutEngineered Plan - Rev. 2016SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. FIRST FL EL. 24.27' PROVIDE MIN. 20" D&. WATERTIGHT SIV V 1 IV _IUMLL) ACCESS COVERS TO/WITHIN 6" OF FIN. GRADE PROP. WATERTIGHT COVER TO GRADE CONCRETE COVERS TO WITHIN 3" GRADE \ �E) 2" PEASTONE OR GEOTEXTILE 13.0' FILTER FABRIC OVER STONE MINIMUM .75' OF COVER OVER PRECAST 14.0 2% SLOPE REQUIRED OVER SYSTEM 20.0' OUTLET DEPTH = EXIST. SPOT ELEV. -[98.4]- ( 2.5 % SLOPE) ( 1 % SLOPE) (1 % SLOPE) PRECAST H-10 RISERS (TYP.) MIN, WITNESS: AMY VON HONE, RS _Q� FOUNDATION - 17' SEPTIC TANKPUMP 14' 42' PRECAST H-10 RISERS (rrPJ \ fh CHAMBER NOTE: 2" MIN. WALL THICKNESS REQUIRED *THE INSTALLER SHALL VERIFY THE BLOCKS OR SHOWING PROPOSED DWELLING LOCATIONS OF ALL UTILITIES AND ALL SOILS NOTES BUILDING SEWER OUTLETS AND A?PR,?,,VED 2 ° glu Old S 0 PORTION OF SEPTIC SYSTEM 0 r� ��PSfP,� �aA NE�I�kss PROP. WATERTIGHT COVER TO GRADE 2 ALARM AND CONTROL PANEL 4"4SCH40 PVC TO BE INSTALLED INSIDE BUILDING. ALARM TO BE ON PROVIDE QUICK DISCONNECT FOR PUMP MORTAR PRECAST RISERS ALL A j+ 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS LS PREPARED FOR LS 1 q.' DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD PIPES LEVEL 1ST 2' �4• off 508-362-4541 H-10 COMPONENTS INV'S EL. 16.17' 4' USE A 330 GPD DESIGN FLOW INV. IN 10.61' I fox 508-362-9880 downcape.com © 9>, � ��H � OFMq q Ssc 1000 GAL. H-10 S/ 5. PIPE JOINTS TO BE MADE WATERTIGHT. 2" PRESSURE LINE' - - SEPTIC TANK: 330 GPD (2) = 660 B 500 GAL.+ B SLOPE TO DRAIN BACK TO PC ENDS 'm RESERVE I SIDES , 17.0 Scale: 1 "= 20' 811 CHECK VALVE T� 1500 GAL H-10 4" WORKING RANGE 1761'PTEE.°°°° ,1000 1 0.75 939 Main Street ( Rte 6A) GAL H-10 MYERS SRM 4 0 0 0 0 __oo°o 0 3(� of�O�O ° °°0 4' ®®O� O W/0 SLAB a Su J PUMP OFF SEPTIC TANK 4' LIQ. LEVEL' DATE SYSTEM (OR EQUAL) BOTTOM 25 x 12.8 (.74) = 236.8 GPD PUMP CHAMBER 0 0 0 0 0 •000 O O o 0 0 o 0 c °o°o°o°o 0 0 0 0 0 0 0 0 ,0000° ®®D�DOO�L�IJ L� -OO�� 0 0 0 0 0 0 0 Ol�al��l�®�OI�O 'o�000000 >o°°°p°p° EL. 14.85' PUMP CHAMBER USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) (NOT TO SCALE) ACME OR EQUAL WITH 4' STONE AT ENDS AND 4' AT SIDES TUF-TITE EF-4SEE DETAIL ° O 0 0 0 0 0 0 0 0 c000 000000000000 X16 000000 0 ° aa00000�000 N 1000000 a®a00000000 °°°°°°°° WITHOUT INSPECTION BY BOARD OF HEALTH AND EFFLUENT FILTER PERMISSION OBTAINED FROM BOARD OF HEALTH. �O�O���O�OO ���O�D���OD 00000000C .00000000 MS (OR EQUAL) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 1 6.44'° 27' :°o?o�0�%.14.17 , 2.5Y 5/6 2.5Y 6/6 W/MOLDED IN GAS i PRIOR TO COMMENCEMENT OF WORK. 4"SCH40 PVC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DEFLECTOR o 0 0 o` o 0 0 0 0 0 o c 0 0 0 0 0 0 0 0 0 0 0 0 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED 0 0 0 0 0 0 0 0 0 0 o c 0�0-0„o„O„o 0„0_0„0„0„0, O o 0 0 0 0 0 0 0 o O c o„o„o„o„0„O„o„O„o„0,.,0„or H-10 500 GAL. 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. .1 132 DEPTH OF FLOW = 4'' 6" CRUSHED STONE OR MECHANICAL ALL AROUND PRECAST STRUCTURES OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.0' X 12.83' (2) UNITS REQUIRED * 12.0' TEE SIZES COMPACTION. (15.221 [2]) NO GROUNDWATER ENCOUNTERED REMOVED. 13. DRYWELLS ARE PROPOSED FOR ROOF RUN-OFF. INLET DEPTH = 10" 14" cD OUTLET DEPTH = EXIST. SPOT ELEV. -[98.4]- ( 2.5 % SLOPE) ( 1 % SLOPE) (1 % SLOPE) PROPOSED SPOT EL. MIN, WITNESS: AMY VON HONE, RS _Q� FOUNDATION - 17' SEPTIC TANKPUMP 14' 42' 1 _ D' BOX 12 \ fh CHAMBER PERC. RATE _ *THE INSTALLER SHALL VERIFY THE NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SHOWING PROPOSED DWELLING LOCATIONS OF ALL UTILITIES AND ALL SOILS NOTES BUILDING SEWER OUTLETS AND A?PR,?,,VED ELEVATIONS PRIOR TO INSTALLING ANY glu Old S 0 PORTION OF SEPTIC SYSTEM 0 r� ��PSfP,� �aA NE�I�kss PROP. WATERTIGHT COVER TO GRADE 4 ALARM AND CONTROL PANEL SYSTEM DESIGN. - TO BE INSTALLED INSIDE BUILDING. ALARM TO BE ON PROVIDE QUICK DISCONNECT FOR PUMP 3. MINIMUM -PIPE PITCH TO BE 1/8"_ PER -FOOT. SEPARATE CIRCUIT FROM PUMP A GARBAGE DISPOSER IS NOT ALLOWED 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS LS PREPARED FOR LS 1 q.' DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD 10YR 4/2 off 508-362-4541 10YR 4/2 USE A 330 GPD DESIGN FLOW INV. IN 10.61' I fox 508-362-9880 downcape.com © 9>, � ��H � OFMq q Ssc 1000 GAL. H-10 S/ 5. PIPE JOINTS TO BE MADE WATERTIGHT. 2" PRESSURE LINE' - - SEPTIC TANK: 330 GPD (2) = 660 B 500 GAL.+ B SLOPE TO DRAIN BACK TO PC ALARM ON USE A 1500 GAL. SEPTIC TANK FLOAT SWITCH RESERVE 0.25" WEEP HOLES N O ALA SETTINGS: PUMP ON Scale: 1 "= 20' 811 CHECK VALVE LEACHING: 4" WORKING RANGE 10YR 4/6 939 Main Street ( Rte 6A) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO MYERS SRM 4 SIDES: 2 (25 + 12.8) 2 (.74) = 111 GPD 34.1 4' X' SUBMERSIBLE 4/10 HP PUMP a Su J PUMP OFF 12" DATE SYSTEM (OR EQUAL) BOTTOM 25 x 12.8 (.74) = 236.8 GPD 15-224 DWELLING �o �000 0 000000 0000 0 0 0000 TOTAL: 470 S.F. 347.8 GPD PUMP CHAMBER USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) (NOT TO SCALE) - WITH 4' STONE AT ENDS AND 4' AT SIDES WATERPROOF/WATERTIGHT APPROVED LEGEND DATE X 99 EXIST. SPOT ELEV. -[98.4]- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TTH 11 WITNESS: AMY VON HONE, RS _Q� TEST HOLE 2= SLOPE OF GROUND \ fh UTILITY POLE PERC. RATE _ FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING , MA BOARD OF HEALTH `? L t 5r #134 MAYFLOWER TERR. N/F JAMES J. BANNO 8.0' BOTTOM TH-1 NO GROUNDWATER FOUND LEACHING FACILITY TEST HOLE LOGS LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 119 PARCEL 15 SOUNDINGS = MLW DATUM LOCUS IS WITHIN FEMA FLOOD ZONE AE EL. 9 AND X AS SHOWN ON COMMUNITY PANEL #25001 C0583J DATED 7/16/2014 Follins o o .. (DWELLING IS IN X) Pond WITNESS: AMY VON HONE, RS oG� DATE: 8/27/15 o \ fh or PERC. RATE _ nc50n e orwo r elley Bay SHOWING PROPOSED DWELLING CLASS I SOILS NOTES m A?PR,?,,VED Knob Hill Lo u glu Old S 0 0 r� ��PSfP,� �aA NE�I�kss AT 4 4 LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 119 PARCEL 15 SOUNDINGS = MLW DATUM LOCUS IS WITHIN FEMA FLOOD ZONE AE EL. 9 AND X AS SHOWN ON COMMUNITY PANEL NOTE: EXIST. SEPTIC SYSTEM SHOWN APPROX. ONLY \ (AS -BUILT UNCLEAR) \ PROP. 40 MIL LINER AT 5' OFF \ \ SAS. TOP AT EL. 17, BOTTOM AT \ EL. 13 ZONING SUMMARY 1 170 \ �0 ZONING DISTRICT: R-40 DISTRICT \ MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' 1, SAO \ \ MIN. FRONT SETBACK 30 MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20� \%9 O '� �� �o �\ PROP. GRAVEL DRIVE MAX. BUILDING HEIGHT 35 ABOVE AVG. NATURAL GRADE PROP. SCREENED PORCH WITH \ �� �i @ STREET SIDE OF DWELLING OPEN, UNHEATED STORAGE AREA PROP. DRIVEWAY BELOW \ ) S R!S, �� �9� Y ` EXPANSION PORCH �`_ \ HIGH POINT: % W/OUTDOOR STORAGE 2 \ EL.22.2' �a \ ?54 6 NDER OWNER OF RECORD R. FIRST FL DECK OVER a d X74 t _ - - - . 6 \. ��-- -- - - -- - - NICHOLAS J. DiNINNO JR. & DONNA DiNINNO \ � � O WALKOUT PATIO 0 \<<14� �O O.po 9 �� 161 OLD TAVERN ROAD O A LEOMINSTER, MA \,pop \oFc� I OF Sr AOR \ si�T ♦ O \l 0 ` 0 1� PINE / PLAT. PROP. 10' WIDE PLANTED qF BUFFER (SEE LANDSCAPE o �� CO F� 9 r PLAN) gSTAl DINAH'S POND (TIDAL) , BENCHMARK: MAG NAIL AT EL. 22.0' L 7S �PROPOSED DWELLING 14 FIRST FL. = EL. 24.27' s• ROP. LANDSCAPE TIMBER WALL (SEE LANDSCAPE PLAN) CONCRETE MASONRY PAVER PATIO AT FIRE PIT >S LAND SUBJECT TO COASTAL STORM FLOWAGE (ELEV. 9 SEAWARD) 12" PINS "\-PROPOSED PEASTONE PATH TO PIER -PROPOSED 10' WIDE PLANTED AREA (SEE LANDSCAPE PLad) I & k-.6 C-4, RE -GRADE TO ENSURE ALL DRAINAGE REMAINS ON LOCUS , If (TMP) #146 MAYFLOWER TERR. N/F JANET K. MACHUNSKI TRS. ROBERT AND KATHLEEN KELLY TRS. REFERENCES DEED BOOK 29159 PAGE 36 PLAN BOOK 79 PAGE 101 REFER TO LANDSCAPE PLAN BY HAYNES LIENECK AND SMITH INC. DATED 4/25/16 FOR FURTHER SITE DETAILS, TO INCLUDE PROPOSED FINAL GRADING RECEIVED SEP 13 2616 HEALTH DEPT. #25001 C0583J DATED 7/16/2014 ENGINEER: DANIEL E. GONSALVES, SE #13587 (DWELLING IS IN X) WITNESS: AMY VON HONE, RS DATE: 8/27/15 PERC. RATE _ < 2 MIN/INCH Yarmouth Health Department SHOWING PROPOSED DWELLING CLASS I SOILS NOTES A?PR,?,,VED 1. DATUM IS _NAVD '88 (UPLAND PORTION) 2.' MUNICIPAL WATER 1S AVAILABLE - - AT 4 4 p" 19.0' p" 19.0' 3. MINIMUM -PIPE PITCH TO BE 1/8"_ PER -FOOT. A A 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS LS PREPARED FOR LS TO BE AASHO H-10 10YR 4/2 off 508-362-4541 10YR 4/2 10" I fox 508-362-9880 downcape.com © 9>, � ��H � OFMq q Ssc , •�NOFM qs � 5. PIPE JOINTS TO BE MADE WATERTIGHT. REV. 6/6/16 (REMOVE PIER REFERENCES, ADD NOTES) 170WO O Cape eft gineeringg,1!%C. B DANIEL A. o� OJA B 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH C/V/l engineers LS N O ALA LS Scale: 1 "= 20' 310 CMR 15.000 (TITLE 5.) 34" 10YR 3/4 16 2' 10YR 4/6 939 Main Street ( Rte 6A) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ♦ �S NAL EAG` �gyOSUS o 0 _ 34.1 YARMOUTHPORT MA 02675 X' BE USED FOR LOT LINE STAKING OR ANY OTHER a Su J DATE DANIEL A. OJALA, PURPOSE. 15-224 DWELLING 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. PERC C C 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. MS MS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE 2.5Y 5/6 2.5Y 6/6 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. .1 132 8.0' 120" 9.0' 12. EXISTING SEPTIC SYSTEM SHALL BE PUMPED AND NO GROUNDWATER ENCOUNTERED REMOVED. 13. DRYWELLS ARE PROPOSED FOR ROOF RUN-OFF. NOTE: EXIST. SEPTIC SYSTEM SHOWN APPROX. ONLY \ (AS -BUILT UNCLEAR) \ PROP. 40 MIL LINER AT 5' OFF \ \ SAS. TOP AT EL. 17, BOTTOM AT \ EL. 13 ZONING SUMMARY 1 170 \ �0 ZONING DISTRICT: R-40 DISTRICT \ MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' 1, SAO \ \ MIN. FRONT SETBACK 30 MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20� \%9 O '� �� �o �\ PROP. GRAVEL DRIVE MAX. BUILDING HEIGHT 35 ABOVE AVG. NATURAL GRADE PROP. SCREENED PORCH WITH \ �� �i @ STREET SIDE OF DWELLING OPEN, UNHEATED STORAGE AREA PROP. DRIVEWAY BELOW \ ) S R!S, �� �9� Y ` EXPANSION PORCH �`_ \ HIGH POINT: % W/OUTDOOR STORAGE 2 \ EL.22.2' �a \ ?54 6 NDER OWNER OF RECORD R. FIRST FL DECK OVER a d X74 t _ - - - . 6 \. ��-- -- - - -- - - NICHOLAS J. DiNINNO JR. & DONNA DiNINNO \ � � O WALKOUT PATIO 0 \<<14� �O O.po 9 �� 161 OLD TAVERN ROAD O A LEOMINSTER, MA \,pop \oFc� I OF Sr AOR \ si�T ♦ O \l 0 ` 0 1� PINE / PLAT. PROP. 10' WIDE PLANTED qF BUFFER (SEE LANDSCAPE o �� CO F� 9 r PLAN) gSTAl DINAH'S POND (TIDAL) , BENCHMARK: MAG NAIL AT EL. 22.0' L 7S �PROPOSED DWELLING 14 FIRST FL. = EL. 24.27' s• ROP. LANDSCAPE TIMBER WALL (SEE LANDSCAPE PLAN) CONCRETE MASONRY PAVER PATIO AT FIRE PIT >S LAND SUBJECT TO COASTAL STORM FLOWAGE (ELEV. 9 SEAWARD) 12" PINS "\-PROPOSED PEASTONE PATH TO PIER -PROPOSED 10' WIDE PLANTED AREA (SEE LANDSCAPE PLad) I & k-.6 C-4, RE -GRADE TO ENSURE ALL DRAINAGE REMAINS ON LOCUS , If (TMP) #146 MAYFLOWER TERR. N/F JANET K. MACHUNSKI TRS. ROBERT AND KATHLEEN KELLY TRS. REFERENCES DEED BOOK 29159 PAGE 36 PLAN BOOK 79 PAGE 101 REFER TO LANDSCAPE PLAN BY HAYNES LIENECK AND SMITH INC. DATED 4/25/16 FOR FURTHER SITE DETAILS, TO INCLUDE PROPOSED FINAL GRADING RECEIVED SEP 13 2616 HEALTH DEPT. TITLE 5 SITE PLAN Yarmouth Health Department SHOWING PROPOSED DWELLING A?PR,?,,VED J . j AT �.e �n a I>ate 140 MAYFLOWER TERRACE SOUTH YARMOUTH PREPARED FOR NICHOLAS DiNINNO off 508-362-4541 MARCH 10, 2016 I fox 508-362-9880 downcape.com © � ��H � OFMq q Ssc , •�NOFM qs � REV. 6/6/16 (REMOVE PIER REFERENCES, ADD NOTES) 170WO O Cape eft gineeringg,1!%C. DANIEL A. o� OJA S DANIEL C/V/l engineers CIVIL � No. 46502 N O ALA Scale: 1 "= 20' land surveyors �� P OT �G�STE� No. 40980 A _ �O� 939 Main Street ( Rte 6A) r /Y ��� ♦ �S NAL EAG` �gyOSUS o 0 _ 0 10 20 30 40 50 FEET YARMOUTHPORT MA 02675 � // / !.- f a Su J DATE DANIEL A. OJALA, P.E., P.L.S. 15-224 DWELLING 15-224 DiNINNO\DWG\15-224 DININNO-A.DWG LAYOUT2-SEPTIC 24X36