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HomeMy WebLinkAbout33 Pine Street Site Plan 2I Y �i1 EM FXUP lLh (NOT TO SCALE) DWELLING TOP FNDN = 51.3' ACCESS COVER TO WITHIN 6" OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO 50.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" "vF FIN. GRADE -I'-i RUN PIPE LEVEL 48.75' FOR FIRST 2' PROPOSED 1500 48 11 GALLON SEPTIC 47.86' TANK (H- 10) GAS TO EXIST. LEACHING �� 47.31' FACILITY BAFFLE 47.48' 32'&11' MIN �_6" CRUSHED STONE OR MECHANICAL ( 2 % SLOPE)COMPACTION. (15.221 [21) I DEPTH OF FLOW = 4'38' 0 (_% SLOPE) TEE SIZES- % SLOPE) INLET DEPTH = iQ , OUTLET DEPTH = 14" *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND THE - ELEVATION OF THE LEACHING FACILITY INVERTS PRIOR TO INSTALLING ANY + 1.78 PORTION OF SEPTIC SYSTEM. CONTACT ENGINEER IF INVERT ELEVATION SCHEDULE FOR PROPOSED COMPONENTS NOT FEASIBLE S N +61,0 0 S 750 �- �/ 48 / +46.55 46t Cu +42.2 +5161 BENCHMARK: WATER METER PIT AT i ELEVATION 50.6' 6 CCD. \\ 20 -99 LOCATION MAP (NO SCALE) NOTES: 1, ELEVATIONS ASSUMED 2. FLOODZONE C 3. ASSESSORS MAP 123 PARCEL 3 4. ZONING: R-40 5. #29 TO REMAIN WHILE NEW DWELLING CONSTRUCTED. #33 TO BE RAZED. #29 TO BE RAZED WHEN OCCUPANCY PERMIT OBTAINED FOR NEW DWELLING. +0,00 `'a LOT 4 1 EXIST. 4 BR+49.6 47. ?g +48, 8 40,013 SFt � LEACHING FACILITY 50.16 i +4 Z i + : 3.60 51, • 50 #29 0 X/ST i�v w£((. ,Q _... _._.. 0 0 EXIST. +5 .38 50.0 1500 50.57 i a n GAL. ST so 0.64 i X50.29 �t) + WAr fR 3 R<�O. PAVED -} �8'� WATER METER PIT CIN£ X0'71"+'50.33 APRON i PROP. 0.00 TF +750.28 V I - 150.4 PAVED APRON �o� 48.48 i / �} +39.6 J / w e I 5 33�3g°/+4.7 cu HIGH PT L +©:®9 , a l 5 +51.16 +50.78 i TOWN OF YARMOUTH VARIANCE i PEOUESiLu. ilii VF FIND V tl LL i 0.4' ABOVE THE HIGH POINT IN THE off. 508=362-4541' ROAD 0..6' VARIANCE REQUESTED) - down cape engineering, inc.51.4� CIVIL ENGINEERS Y-\RNv"0UTH LAND SURVEYORS TGV%/N. Cj __ERK 939 main st. yarTnouth, ma 02675 II 2Q I 1t1,13 0Ci 23 di 3; SITE PLA ECcii/ELD - OF 33 PINE STREET IN THE TOWN OF: 1,0-F YARMOUTH (POI T) o ARNE H.-_ �� -_ t4v •,.y� -_ _. Od0.LA w� z� AANE OJALA V, 0 DATE PREPARED FOR: SUSAN YOUNG / SCAL 4. a ?g +48, 8 i PROP. 0.00 TF +750.28 V I - 150.4 PAVED APRON �o� 48.48 i / �} +39.6 J / w e I 5 33�3g°/+4.7 cu HIGH PT L +©:®9 , a l 5 +51.16 +50.78 i TOWN OF YARMOUTH VARIANCE i PEOUESiLu. ilii VF FIND V tl LL i 0.4' ABOVE THE HIGH POINT IN THE off. 508=362-4541' ROAD 0..6' VARIANCE REQUESTED) - down cape engineering, inc.51.4� CIVIL ENGINEERS Y-\RNv"0UTH LAND SURVEYORS TGV%/N. Cj __ERK 939 main st. yarTnouth, ma 02675 II 2Q I 1t1,13 0Ci 23 di 3; SITE PLA ECcii/ELD - OF 33 PINE STREET IN THE TOWN OF: 1,0-F YARMOUTH (POI T) o ARNE H.-_ �� -_ t4v •,.y� -_ _. Od0.LA w� z� AANE OJALA V, 0 DATE PREPARED FOR: SUSAN YOUNG / SCAL 4. a