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HomeMy WebLinkAboutApp# 2-A039SECOND FLOOR - FIRST FLOOR M? IIIAR 21 AIi 10: 14 �EcLvcr� '�' ERTCs TS, LNC. 141 !AIN STREI;1', UNIT C YARVOUT11PORT, I,!A 02575 TEM (501) 3v-ry PA% (5010) Fez -526!I APPROVEI) YARMOUTH cor,+EUlrr OKHRR �) b� CLIENT: tfk t IM. MIN CA N"WGn 25 NICHOLAS DRIT YARVOUTHPORT, YA tr__ __ D __ - __ __ _ __ _ _ __ _ _ _ __ __ OWNFIRST FLOOR- __ _-__ - - -_- __ -. -_ _-- __ ..- .__ __ FFONT ELEVATION ALL .EXTERIOR SIDING, TRIM DETAILS, AND COLORS TO MATCH EXISTING. LEFT ELEVATION ALL EXTERIOR SIDING, TRIM DETAILS, AND COLORS TO MATCH EXISTING. )ND FLOOR RST FLOORa) CONTRACTOR Fon— C0 $Siev 0"' YAPMOUTPORT, VIA DATE ISSUED: REVISIONS: PERMIT SET PROGRESS SET PRICING SET PROGgESS SET -- -- -- __ -- - - _. SECOND FLOOR REGISTRATION SCALE: 1/4•••1•-0' h' J. FIRST FLOOR/"4 - - - -- - - --�� 0 1 2 4 8 SHEET NO. ARCHITECTURAL A-3.0 ELEVATIONS TOTAL NUMBER OF SHEETS IN SET: ^ D3 THIS S4EET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAM NIn; ai SECOND FLOOR - FIRST FLOOR M? IIIAR 21 AIi 10: 14 �EcLvcr� '�' ERTCs TS, LNC. 141 !AIN STREI;1', UNIT C YARVOUT11PORT, I,!A 02575 TEM (501) 3v-ry PA% (5010) Fez -526!I APPROVEI) YARMOUTH cor,+EUlrr OKHRR �) b� CLIENT: tfk t IM. MIN CA N"WGn 25 NICHOLAS DRIT YARVOUTHPORT, YA tr__ __ D __ - __ __ _ __ _ _ __ _ _ _ __ __ OWNFIRST FLOOR- __ _-__ - - -_- __ -. -_ _-- __ ..- .__ __ FFONT ELEVATION ALL .EXTERIOR SIDING, TRIM DETAILS, AND COLORS TO MATCH EXISTING. LEFT ELEVATION ALL EXTERIOR SIDING, TRIM DETAILS, AND COLORS TO MATCH EXISTING. )ND FLOOR RST FLOORa) CONTRACTOR Fon— C0 $Siev 0"' YAPMOUTPORT, VIA DATE ISSUED: REVISIONS: PERMIT SET PROGRESS SET PRICING SET PROGgESS SET -- -- -- __ -- - - _. SECOND FLOOR REGISTRATION SCALE: 1/4•••1•-0' h' J. FIRST FLOOR/"4 - - - -- - - --�� 0 1 2 4 8 SHEET NO. ARCHITECTURAL A-3.0 ELEVATIONS TOTAL NUMBER OF SHEETS IN SET: ^ D3 THIS S4EET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAM NIn; ` - �SECOND_FI FIRST FLOC REAR ELEVATION ALL EXTERIOR SIDING, TRIM DETAILS, AND COLORS TO MATCH EXISTING. - - ` RK 2T22 IIAR 21 AI 0. 14 (IEC ' IVLL[1 SECOND FLOOR , FIRST FLOOR _ SECOND FLOOR ERTARCHITEM, INC. 141 MAIN STREET, UNIT C YARMOUTHPORT, MA 02675 T% (sae) W -W- PAF (sec) 3c2-5e9s APPROVED OY,HR) l� CLIENT: k & LIM DAR CAPAPAUCH i 25 NICHOLAS DRIVE YARMOUTHPORT, MA i CONTRACTOR: HODSDON COP'S f RUCTIDIN YARMOUTPORT, MA DATE ISSUED: REVISIONS: PERMIT SET - PROGRESS SET PRICING SET PROGRESS SET REGISTRATION SCALE: 1/4"-1'-W -- -- - --- --- -- -- -- -_. - -- -- -- - - FIRST FLOOR U 1. 2 4 8 SHEET NO. %ARCHITECTURAL ELEVATIONS TOTAL NUMBER OF SHEETS' IN S1;�� Y QTCHIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWNGS AS—BUI PER $E WILLIAN TOP FNDN EL, 82.1' SYSTEM PREFILE ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO MINIMUM .75' OF COVER OVER PRECAST /r__ WITHIN 6' OF FIN. GRADE '.. 79,4' - RUN PIPE LEVEL FOR FIRST 2' EXISTING 1500 GALLON SEPTIC 78, 0't TANK (H- 10) GAS77.5' BAFFLE `�� SLOPE) 6' CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 121) DEPTH OF FLOW = 4' MIN IooZS$ TEE SIZES, (-.L7 SLOPE) INLET DEPTH : 10' OUTLET DEPTH c 14' FOUNDATION— SEPTIC TANK 9' D' BOX 2% SLOPE REQUIRED OVER SYSTEM 2' DOUBLE WASHED 2'� o � •--. �$ off$ 3/4' TO 1 1/2' DOUBLE WASHED STONE 2' LEACHING FACILITY NICHOLAS DRIVE / NOTE: BASEMENT FLOOR ELEVATION OF PROPOSED ADDITION TO BE ABOVE ELEVATION 75.2' (WHICH IS INVERT INTO LEACHING FACILITY) * APPROX. WATERLINE LOCATION ONLY. CALL WATER DEPT. PRIOR TO EXCAVATION FOR MARK OUT s7-265 81.0± TEST HOLE LOGS ENGINEER: LOW AND WELLER WITNESS: P. BRYANTON DATE: 4/25/96 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# ELEV. 0• 80.0' 7 3" 0 E/A 7.5'LS 9" B LS ELEV. 68.0' (BOT. TH) 47„ 1OYR 5/8 761, C MS 2.5Y 6/8 144" . { _ . � 680' NO WATER ENCOUNTERED SEOTIC DESIGN; (GARBAGE DISPOSER IS NOT ALLOWED DESIGI. FLOW: a BEDROr-MS < 110 GPD) = 440 SPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD ( 2 ) = 880 USI" A 500 GALLON SEPTIC TANK(EXIST) LEtiCHING: 2(40.5 + 9.83) 2 (.74) = 149 S; DES: BO'fTOM! 40.5 x 9.83 (.74) = 294 TD"AL: 599 S.F. 443 GPD USE (6) HIGH CAPACITY INFILTRATORS WITH 3.5' STONE AT SIDES, 1.5' AT ENDS AND 14" UNDER LEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 00 PROPOSED CONTOUR --100 — EXISTING CONTOUR BOARD OF HEALTH APPROVED DATE Off 308-362-4511 fax 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 vain st, yarmouth, ma 02675 , MA LOCATION MAP NOT TO SCALE ASSESSORS MAP 143 PARCEL 122 ZONING DISTRICT, R-40 YARD SETBACKS, FRONT = 30' SIDE = 20' REAR = 20' PLAN REF. - 460/100 FLOOD ZONE, C NOTES. DATUM IS APPROXIMATED FROM DENNIS QUAD u L . 2. k1UN7C1.r',AL VATER I� EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. 4.'DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASH❑ H-"0 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WIT OUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. TITLE 5 SITE PLAN bF 25 NICHOLAS DRIVE IN THE TOWN OF: YARMOUTH PORT PREPARED FOR: DAN CAVANAUGH 30 0 30 60 90 SCALE: 1" = 30 DATE: APRIL 18, 2001 REV. MARCH 1, 2002 ARNE P.E., P.L.S. DATE 6` 1_ 0 6` 1_