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Home My WebLink AboutSign Off Transmitall - Floor Plans & Septic Info.PATIO a M-'-* ED UI I STEP INGLE SILL W/ fPAoApt Y 18' 2X8 FLOOR JOISTS, POURED (10") SUB -FLOOR, CONCRETE LANDING FINISHED FLOOR FOUNDATION O' C FL.C.9F 6.'c S.CEl1 UDER rEXISTING 'i. / k'4mom, PROPOSED 57EP _ PROPOSED i — \ LANDING/ OPPtR a M-'-* ED UI I PROPOSED \ CLOSET fPAoApt Y 18' OUTWARD OPENING BATH #85 STARBUCK LANE FRENCH DOORS' _ ---PROPOSED O' ------- CEILING HEIGHT 7'2 MAY 31, 2021 12' OVERHANG t�^.DAATLLE: 04 j1 D E S I G N G R O U P PROPOSED LANDSCAPE ARCHITECTURE FRIDGE I FINISHED FLOOR !. _ 32X38 (FOUNDATION PLUS 10-1/2") EXISTING / CLOSET EXISTING CLOSET BEDROOM / .. 30" I ij� _ I I II it I DOOj2LESS OPENING — II p I I� I \ DN I BASEMENT COLUMN PROPOSE CLOSET W BASEMENT COLUMN BASEBOARD RETUR BASEBOARD/FLOOR REGISTE ❑ FORCED HOT AIR HEAT, ❑ EXISTING EXISTING FURNACE IN BASEMENT BEDROOM CLOSET PROPOSED FIREPLACE HEAR DINING ROOM ASEBOARD/FLOOR REGISTER UP P BASEBOARD/FLOOR REGISIE L7 CLOSET �� LANDING TRIPLE WINDOW 32" ABOVE FINISHED FLOOR PROPOSED 57EP _ PROPOSED i — \ LANDING/ OPPtR \ \ PROPOSED CASINE7S PROPOSED \ CLOSET OUTWARD OPENING REMOVEGARAGE #85 STARBUCK LANE FRENCH DOORS' ---PROPOSED YARMOUTH PORT, MA _ MAY 31, 2021 12' OVERHANG t�^.DAATLLE: 04 j1 D E S I G N G R O U P PROPOSED LANDSCAPE ARCHITECTURE "PING ROOM YARMOUTH PORT, MA A@YPORTDESIGN.COM i $LAB FND.-8' I PROPOSED LANDING PROPOSEDS7EP 0. DOOR 1 HEIGHT CHIMNEY TOP OF BRICK 5'2" ABOVE FOUNDATION Scale: 1/4=1' Lmmw 0 2 4 6 8 10 FEET duL 19 2021 HEALTH DEPT. PROPOSED FLOOR PLAN .PROPOSW NINDOW GARULAY RESIDENCE REMOVEGARAGE #85 STARBUCK LANE DOOR (SIDING 70 MA7LY7 EXISRNG) YARMOUTH PORT, MA MAY 31, 2021 t�^.DAATLLE: 04 j1 D E S I G N G R O U P LANDSCAPE ARCHITECTURE 85 STARBUCK LANE PHONE: 508-362-8174 YARMOUTH PORT, MA A@YPORTDESIGN.COM EXISTING 2ND FLOOR PLAN NO CHANGES PROPOSED PAnO NGIE SILL W/ STEP PXB FLOOR JOISTS, SUB -FLOOR, LANDING FINISHED FLOOR - - - - _ _ _ - SLAB = FND.-4' - - - - - - EAVES FLOOR REGISTER 0 EAVES \ EAVES EAVES 30" HIGH WALL BATH 01 SIN SHOWER BATH ROOM ? Lo: ALL WADS EXISTING ORO WALL ��Z CEILING MATCHES INTERIOR OF HOUSE IIMNDOW -- (FOUNDATION PLUS 10-1/2") CLOSET O CLOSET / CLOSET FRIDG� CLOSET z / x BASEBOARD/FLOOR REGIS DOOR - -- R< - - GARAGE Wx OPENING j ATTIC STORAGE - _ _ _ -EXISTING - - BEAM ABOVE GARAGE a BASEMENT? BASEMENT] HOME COLUMNCOLUMN BEDROOM 'fin OFFICE oABOVE RAILING (LANDSCAPE ARCHITECT) 34 FOUNDATION El CLOSET FURNACEIN gq� jENT yyyggq F� I LL HEIGHT CHIMNEY FIREPLACE HEAR BEDROOM CLOSET UP AT TOP OF BRICK 5'2" ABOVE FOUNDATION NO DOOR ASEBOARO/FLOOR REGISTER - J EAVES �+B FND.-B"__ � BASEBOARD/FLOOR REGIS _ EAVES \ \�\ EAVES CLOSET I------_-_-_--_--_ _ _ ---------- ---- EAVES ARAGE DOOR EAVES TRIPLE WINDOW LANDING EXISTING 2ND FLOOR PLAN NO CHANGES PROPOSED PAnO NGIE SILL W/ STEP PXB FLOOR JOISTS, SUB -FLOOR, LANDING FINISHED FLOOR - - - - _ _ _ - SLAB = FND.-4' - - - - - - FLOOR REGISTER 0 \ BATH SIN Lo: ALL WADS EXISTING ORO WALL flNI5HE0 FLOOR CEILING MATCHES INTERIOR OF HOUSE IIMNDOW -- (FOUNDATION PLUS 10-1/2") CLOSET / CLOSET FRIDG� BEDROOM / f BASEBOARD/FLOOR REGIS GARAGE OPENING j - _ _ _ -EXISTING - - BEAM dD0(RLESS BASEMENT? BASEMENT] COLUMNCOLUMN oABOVE BASEBOARD RETURJ 34 FOUNDATION El FURNACEIN gq� jENT LL HEIGHT CHIMNEY FIREPLACE HEAR BEDROOM CLOSET UP AT TOP OF BRICK 5'2" ABOVE FOUNDATION NO DOOR ASEBOARO/FLOOR REGISTER �+B FND.-B"__ � BASEBOARD/FLOOR REGIS _ _ - - \ \�\ CLOSET I------_-_-_--_--_ _ _ ---------- ---- ARAGE DOOR TRIPLE WINDOW LANDING 32" ABOVE EXISTING 1 ST FLOOR PLAN SEE SEPARATE PROPOSED FIRST FLOOR PLAN FOR ALTERATIONS EXISTING BASEMENT FLOOR PLAN NO CHANGES PROPOSED Scale: 1/4=1' 0 2 4 6 8 10 FEET JUL 19 2021 HEALTH DEPT EXISTING FLOOR PLANS GARULAY RESIDENCE #85 STARBUCK LANE YARMOUTHPORT, MA JULY 19, 2021 PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE SYSTEM PROFILE (NOT TO SCALE) 2' PEASTONE OR GEOTEXTILE FILTER FABRIC OVER STONE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. CONCRETE COVERS TO WITHIN 3" GRADE 2% SLOPE REQUIRED OVER SYSTEM H-10 NU 1 -Et 2" MIN. WALL PRECAST RISERS H-10 THICKNESS REQUIRED BLOCKS OR 2'0 JN�E 4'0SCH40 PVC MORTAR ALL NR10CAST RISERS 5' MIN. SUMP PIPESLEVEL 1ST 2 COMPONENTS t2' MIN. INT. DIM, 4' (TYPJ V'S EL. 1 .20 4'ENDS SIDES 19.03' 10" *'EXISTIN$m TEE SEPTIC TA*19.73' ®®®® ®®®®papRH _®®®°WATERTEST D'BOX ;oo°oo°°®®®®®®0°O®® °o�o�o°opo? FOR LEVELNESS o °° ° ° ®®®® ® ®® ®®®® a �oOooa000 ®®E3L=21 ®®®®®®®®®® p o 0 00 18.47' 18.3' °a°a°a °aa 16.2' >a aaa 3/4'-1-1/2' DOUBLE WASHED STONE 4' MIN. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECASTOR EQUAL. ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED 6' CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' COMPACTION. (15.221 [21) ( 3 $ SLOPE) FOUNDATION—EXISTING— SEPTIC TANK 14, LEGEND- EGEND99— 99— EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. —[991— PROPOSED CONTOUR (98-4] PROPOSED SPOT EL. TH1 0 TEST HOLE ,21, SLOPE OF GROUND s UTILITY POLE FIRE HYDRANT TEST HOLE LOGS *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM m:s. **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY FOR RE—USE. REPLACE WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF NOT SUITABLE ENGINEER: CRAIG J. FERRARI, SE #13871 WITNESS: PHIL RENAUD DATE: 3/9/2017 PERC. RATE _ < 2 MIN/INCH CLASS 1 SOILS 4 ELEV. I 0° 21.5' A LS 91, 1OYR 3/2 B LS 28„ 1 OYR 5/8 19.2' Fe PERC MS 1OYR 7/4 1. 132" 10.5' NO GROUNDWATER ENCOUNTERED DICE #09-072 (—L—% SLOPE) 12' Scale: 1"= 20' / 0 10 20 30 40 50 FEET LEACHING FACILITY 10..5' BOTTOM TH-1 NO GROUNDWATER FOUND BATH 1 BEDROOM rJED OFFICE SECOND FLOOR FIRST FLOOR �j-Iti-1l DATE NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -1Q 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 UNE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKnLLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSI8LE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND do OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 115 PARCEL 136 JUL19' 2021 HEALTH DEPT. SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 **RE—USE EXISTING 1000 GAL. SEPTIC TANK LEACHING: SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD BOTTOM 25 x 12.83 (.74) = 237 GPD TOTAL: 472 S.F. 349 GPD USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND IEL A. OJALA, P.E., P.L.S. , MA DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF #85 STARBUCK LANE YARMOUTHPORT, MA PREPARED FOR ANDREW GARULAY DATE: MARCH 10, 2017 I 0" 508-362-4541 fax 508-362-9880 downcape_Com @ down cape enginearing, inc. civil engineers land surveyors 939 Moin Street ( Rte 6A) YARMOUTHPORT MA 02675 09-072 O 4 MiU g c Pond s oh Lacus �gS P f� ock i �o 1I n c 00 0 Route 6 d I �a LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 115 PARCEL 136 JUL19' 2021 HEALTH DEPT. SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 **RE—USE EXISTING 1000 GAL. SEPTIC TANK LEACHING: SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD BOTTOM 25 x 12.83 (.74) = 237 GPD TOTAL: 472 S.F. 349 GPD USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND IEL A. OJALA, P.E., P.L.S. , MA DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF #85 STARBUCK LANE YARMOUTHPORT, MA PREPARED FOR ANDREW GARULAY DATE: MARCH 10, 2017 I 0" 508-362-4541 fax 508-362-9880 downcape_Com @ down cape enginearing, inc. civil engineers land surveyors 939 Moin Street ( Rte 6A) YARMOUTHPORT MA 02675 09-072