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HomeMy WebLinkAboutEngineered Plan - 2015ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. EXISTING FLOOR PLAN NOT TO SCALE \ n r, K,), 56 r 30.00 X 3004 9.87 0 30,00 _ 29.59 --29-4 0 x 29.77 x 29,30 30,2 _ \x 29.76 _ 0 29,3es 29.914 0°13'10' Q ✓ Rc�sO �j+ \\ x 30.0 86.0o LOT 86 29.9 1x 29,7 n NOTES DEN >x 29,8 m Cq KITCH. BDRM 10' = Y 0 0 N1 30 \i x 2 .9 m z BDRM I LVRM BDRM n EXISTING FLOOR PLAN NOT TO SCALE \ n r, K,), 56 r 30.00 X 3004 9.87 0 30,00 _ 29.59 --29-4 0 x 29.77 x 29,30 30,2 _ \x 29.76 _ 0 29,3es 29.914 0°13'10' Q ✓ Rc�sO �j+ \\ x 30.0 86.0o LOT 86 29.9 1x 29,7 n TH 1 w -E- _G_ x 9.5 x8,7 8 -►--- 0 x - 0 10' T 1 34 29,6 w NO GRADE CHANGES ARE PROPOSED 29.7 x 29,8 2 ,73 101960±S.F. -0 29. r 29,9 �'O ......... ............. C:i Ix 29.45 29.8 � 1- i x 29.6 N x030,0 EXIST. 29,7 ) I . I HORSE n I Cz Ul NO. I 129,50 9`2 I x 29,01 I I W x2%3,5 } 1 29.26 r 29,61 �J23- V ' .:............. .............. -� 29,27 ' 49------y�Ez DRIVE x 28.71 PA\D .,� ems` _----- 28,96 29.1 rhea: . 111.00` S g0°13'10 BENCH MARK --CORNER OF PAVED N/F DRIVEWAY= 29.49 ASSIGNED YEATER (AT MI -M "PAINT SPOT) N/F CABLE LEGEND TEST HOLE LOCATION, NUMBER WATER. LINE MARKINGS OVERHEAD ELECTRIC WIRES (IF SHOWN) GAS LINE MARKINGS EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR PROPOSED CONTOUR UTILITY POLE (IF SHOWN) EXISTING DRAINAGE CATCH BASIN FENCE (IF SHOWN, NOT ALL SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) FOLLOW ORANGEBURG PIPE BACK TO CAST IRON UNDER CONC. PATIO 28,58/!_ J8.40 E 29.6 Cn 1 ' N i ® 7.79 30.17± Top Foundation NOTES Oliver.dwg >x 29,8 1. 10' ; a RAE 2 N1 30 \i x 2 .9 40-7,> 3. LOCUS IS IN FLOOD ZONE X(<0.2% RISK) ON FIRM DATED JULY 16, 2014. x 342 EDGE L_- ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) CONC. Hemlock ) PATIO r 29 5 30.02 r- -1 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 1\ L- 7. l N \ / 1 5, � 0�0 N/F 011 ox 0 ,5 .:�. PUTZ o ` , 29,7 NOT TO 1 ! 29.8 29.7 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. 30 29.8 1 COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 2 ON LEACHING. 29 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, TH 1 w -E- _G_ x 9.5 x8,7 8 -►--- 0 x - 0 10' T 1 34 29,6 w NO GRADE CHANGES ARE PROPOSED 29.7 x 29,8 2 ,73 101960±S.F. -0 29. r 29,9 �'O ......... ............. C:i Ix 29.45 29.8 � 1- i x 29.6 N x030,0 EXIST. 29,7 ) I . I HORSE n I Cz Ul NO. I 129,50 9`2 I x 29,01 I I W x2%3,5 } 1 29.26 r 29,61 �J23- V ' .:............. .............. -� 29,27 ' 49------y�Ez DRIVE x 28.71 PA\D .,� ems` _----- 28,96 29.1 rhea: . 111.00` S g0°13'10 BENCH MARK --CORNER OF PAVED N/F DRIVEWAY= 29.49 ASSIGNED YEATER (AT MI -M "PAINT SPOT) N/F CABLE LEGEND TEST HOLE LOCATION, NUMBER WATER. LINE MARKINGS OVERHEAD ELECTRIC WIRES (IF SHOWN) GAS LINE MARKINGS EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR PROPOSED CONTOUR UTILITY POLE (IF SHOWN) EXISTING DRAINAGE CATCH BASIN FENCE (IF SHOWN, NOT ALL SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) FOLLOW ORANGEBURG PIPE BACK TO CAST IRON UNDER CONC. PATIO 28,58/!_ J8.40 E 29.6 Cn 1 ' N i ® 7.79 30.17± Top Foundation BEDROOMS: 3 _- ___LEACH - AREA. -- GARBAGE GRINDER: No REQUIRED CAPACITY: 330 GPD USE 2 TRENCHES, AS SHOWN. EACH TRENCH SEPTIC TANK: 1500 GAL. WITH 6 ADS ARC36 HC CHAMBERS TO MAKE EFFECTIVE TRENCH LEACHING AREA: 467.4 SF A 30'.X 34.5" X 10.75" DEEP LEACH TRENCH. 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT 12 UNITS X 38.95 SF/UNIT=467.4 SF(EFFECTIVE) DESIGN CAPACITY: 345 GPD [(467.4 SF) X .74 GPD/SF] THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP -AND SIGNATURE. I HEALTH AGENT APPROVAL DATE Yarmouth Health D)epartmeint 11kPR VED N'2' me Date SITE PLAN FOR SALLY J. OLIVER, TR. LOT 86, 1 SPRUCE STREET, S. YARMOUTH, MA DECEMBER 17, 2015 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2015 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 NOTES Oliver.dwg 1. LOCUS IS A.M. 41, PARCEL 35. SB14 02 48 FB31 / / a RAE 2 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(<0.2% RISK) ON FIRM DATED JULY 16, 2014. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) Hemlock 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", .OUTLET TEE DOWN 14". m 0 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW NOT TO D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO .FEET. SCALE 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 2 ON LEACHING. 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 'TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 29.6 A layer 1Oyc 3/3 TEST HOLE DATE: Dec. 3, 2015 sandy loam FIND END OF CAST IRON PERFORMED BY: Ron Cadillac, Soil Evaluator 12" 28.5 PIPE UNDER CONC. PATIO WITNESSED BY: Amy Von Hone RS CHO 0 B lloamy er /8 PERC RATE: <2'-00"/inch (B layer) Q nd SOIL SURVEY(1993): Carver coarse sand 29 40" Invert 28.25± GEOLOGIC MAP(1986): Harwich outwash plain deposits 26.2 Existing Cast Iron Invert 27.17 12 ADS ARC 36HC CHAMBERS Proposed Invert 26.90 Use Gas Baffle C Iayer 2.5y 7/3 Top Units=27.23 9" Proposed medium sand min. cover S=11/2" /ft Filter Cloth Proposed 1500 Gal. S=1 /4"/ft S=1 /4"/ft 3" Max. Port Invert 27.42 Septic Tank I/�\ - inspection min. f 1 Proposed -------- -- 10.75 133' _obser_ved water -------- 18.5 � � �� Invert 27.07 Invert 26.80 ottt Bo 6 Stone or compact Proposed 5.1' om Proposed f 20' 5' -� N5-{ High Groundwater=20.8 cu 51 2.3' USGS Adjustment <November 2015 DESIGN DATA Zone A Observed Water=18.5 BEDROOMS: 3 _- ___LEACH - AREA. -- GARBAGE GRINDER: No REQUIRED CAPACITY: 330 GPD USE 2 TRENCHES, AS SHOWN. EACH TRENCH SEPTIC TANK: 1500 GAL. WITH 6 ADS ARC36 HC CHAMBERS TO MAKE EFFECTIVE TRENCH LEACHING AREA: 467.4 SF A 30'.X 34.5" X 10.75" DEEP LEACH TRENCH. 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT 12 UNITS X 38.95 SF/UNIT=467.4 SF(EFFECTIVE) DESIGN CAPACITY: 345 GPD [(467.4 SF) X .74 GPD/SF] THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP -AND SIGNATURE. I HEALTH AGENT APPROVAL DATE Yarmouth Health D)epartmeint 11kPR VED N'2' me Date SITE PLAN FOR SALLY J. OLIVER, TR. LOT 86, 1 SPRUCE STREET, S. YARMOUTH, MA DECEMBER 17, 2015 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2015 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1