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HomeMy WebLinkAboutApp# 15-A007=m tx5 8 tx5 CORNER BOARD ix8 RAKE BOARD 81x2 SHINGLE STOP (TYPICAL) ASPHALT OR FIBERGLASS ROOF P.T. DECK w! HANDRAIL _RED CEDAR CLAPBOARD @ 4' T.W. FRONT ELEVATION LEFT ELEVATION -ml DEC2014 --: YFRr•A0UTH OLD KMG'S HIG4WAY APPROVI JAN 12 2015 YARMOUTH OLD KING'S HIGHt � 4 oVED 1 J yid 12 2015 �: .ARMOUTH x 0'. .�NG'S H1�` GENERAL NOTES: 1. USE 'TYVEK'OR EQUIVALENT ON ROOF AND SIDEWALLS. 2. BASEMENT UTILITY WINDOWS TO PROVIDE GLAZING TO MEET STATE REGULATIONS. 3. GUTTERS AND DOWNSPOUTS TO BE PROVIDED WHERE REQUIRED. 4. PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS. 5. DOUBLE JOISTS BELOW ALL PARTITION WALLS. 6. VENT ATTIC SPACE TO MEET STATE CODE REQUIREMENTS, 7. ALL CONCRETE TO BE A MINIMUM OF 2500 PSI STRENGTH AT 30 DAYS. 8. OWNER AND CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR CONSTRUCTION AND CONFORMANCE WITH ALL STATE AND LOCAL RULES AND REGULATIONS. WHITE CEDAR EXTE�If Or P.T. SHINGLES5 114' T.W. DECK W/HANDRAIL RIGHT ELEVATION WHITE CEDAR SHINGLES @ 51!4' T.W. LOCATION OF STEPS MAY VARY REAR ELEVATION PT DECK WRH HANDRAIL AND STEPS TO GRADE BASEMENT BULKHEAD ACCESS DEC 19 Z014 YARMOUTH APPS FJ I AN 12 2015 f eecevz,' JAN 13 ZOt5 SdUTy , RMoUTH M,q ELEVATIONS GREYI SIGN DATE: JUNE 4 2014 PROJECT: � �j V LOT 6'NALDEN WAY, YARMOUTH SCALE: 114' = 1'-0" 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA 02537 STEPPED RANCH STYLE HOME1560 SF uVING SPACE www.greywing.com (508) 888-0886 © 2014 Greywing Design 508 888-0885 3 BEDROOM 2 BATH //�� —... pp ants 2zvM. No oopie'^N Ee mak by WtlqulemrasR wifkrlRmi:.a n. r) PROJECT NO: G140328 SHEET: OF 6 OT .. UTLE ._ ... ': a .... i.a. x. 4..'t ., L+ ...✓ ., e :.,., .. �. ..�Y .. ,.. ,. .. ro. .. .._ E : TEST ,s2 "{• ems;" 2.5Y8/4 - - - -- - - TO'; JN CLERK .. _., s .. ...... ,...._ ..... k ,_ v. , .�: , sYu .J, , ,. c.. ,::. .. �p..� .,. ,.... _ ..,. .' Nl SOUTH YAR'.'OUT MA ' DECEMBER 22, 2005 SOIL TEST DONE BY 5'1r, ENGINEERING 1, 'Ka" MTNESSED BY A. VON HONE C S J... �_ d,. ♦_}`. t NUM=OF BEDROOMS S � -3 08SWATMd OLE 3 ELEV, 103,3 GARBAGE DISPOSAL UNIT_ TOTAL ESTIMATED FLOW ' PERCOLATION RATE E 2 _ M +./INCH AT 66 INCITES ( m m"_1 4.AAY X 3 W-) _.3M_ GAL./DAY DEPTH HOR'Z TEXTURE COLOR MOTT. OTHER REQUIRED SEPTIC TANK CAPACITY ACTUAL SIZE OF SEPTIC TANK GAL. GAL 0/A AMY SAND IOYR5 /2 NO ROOTS 103.30-4' SOIL CLASSIFICATION _ ;. .._ ___._ _--.. _... 4-28' B LOAMY SAND tOYR6/6 ROOTS 103:0 DESIGN PERCOLATION RATE <. I MIN./iN- , w IN`, 2,5Y8 4 ' IL ✓ V44LJLl.. S.t[.. alf. f4C,Ri. a:. EFFLUENT LOADING RATE GAL./DAY/S.F. A& _ ^_..• -�/y� �}� LEACHING AREA SO- FT- .. 72-90' C2 COARSE SAND BLACK > (11X3"47=0/12) .: -:- 1Ki ^FT 1I FR1'"-,. 90-144' C3 SILT LOAM <.: .,. -:, ., p'.," _ -95.8 LEACHING CAPACITY (AREA X RATE) JIMA GAL./DAY_ �1w� 1EST 8Y^ G n 91,3 474.33 X Q74 T #FD WATER ENCOUNTERED AT _ 144 ELEV. = 91.3 RESERVE LEACHING CAPACITY :Vg moi GAL./DAY �p , . O�p YaT1HOLE 4 ELEV.=_!03_6 -7'YR98a_ COVERS 40 I'M _ LAYE�,.,OF� -Ar2K MLiT'T 0-i' A LOAMY'$A"�J PIPE X V -sit. v -- -- 40Yit%1 No - - � 3 ASTEQUIR 4" OAST IRON NOTTREQUIdED 7-31 ' DAMYr,SAND 16YR7/4 (OR MINIMUM 31-P4 CtpR1t/ SAND 2578%1 - _. _ PITCH 1/4 PER FT. �}7�pp��}} TEE . _ - - � tEYELERS � 96" CZ T LOAM SY7/1 FLOW LINE 96-120" 3 MEDIUM SAND 2.5YiU/1 �E 0 120-144 C4 SILT LOAM MIN. 1 ffR NO WATER ENCOUNTERED AT 144 _ 91.1 LEVEL ° WaCD ELEV. a 8' P x °1 ELEV. = ELEV, tilt 6D BAFFLE ELEV. - AMP- ELEV. _ g� _ �, Q 201 t�I/�I AT ON HOLE a� _ S EtFV.= 1Q3.0 x5 Fb�li`si1 ELEV. _ L. 4 HIGH CAPACITY FNFI: ATORS ti!�•TH. TH PERCOLATION RATE 2 MIN /INCH AT 60. - INCHES - _:'- STONE IN YA .Ou (TO BE PLACED ON FIRM BASE) z R'1 T 14 �M TO BE WATER TESTED N• X .W X tit` TRENCH FfX2�iATION X ^0�'" 5 T 19 IBES 1a1�lat IF MORE THAN ONE OUTLET 6. FEET 24 INCHES ( TO BE PLACED ON FIRM BASE) WELL N/A 7 T 29 INCHES aCHES SEPTIC T'A ZONE JAN 12 2015 3/4' TO 1 1/2' CLEAN M E ('i", `) INDEX DOUBLE WASHED STONE +Tv ADJUST FREE OF FNS do SILT YAP ;'.OUTH USGS PROBABLE WATER TAB,E,ELEV. _ ®LO KihG'S HIGH\NAY SE GAGE DMPO SYS - id lit. OSSM! ED WATER TABLE ( / / ) -ELEV. = R E C E IR I E D NOT TO SCALE BOTTOM OF TEST HOES ELEV. _ !".1 LEGM: EXISTING SPOT ELEVATION 00„0 EXISTING CONTOUR ----OD---- FINAL SPOT ELEVATION FINAL CONTOUR SOIL TEST LOCATION UTILITY POLE -0- TOWN WATER -W -- CATCH BASIN ,14j GAS LINE CLEAN OUT C� CESSPOOL C.P. Q 6.9 O 214.22 1 0 . ` 0° 411105.31 x 105.3 �} 107.88 x -40 Ol 1 EOOA L _O _ - -A , o x 5.0 uq x 102.03 c9 1 �O x 101.6 5 - c9 CsNI O .0 J � O ;O \_x %9 .01 8. 9� c °23 i 8. 1 � 6 54� �x% -Y,Y ` �g O 00 � Y 'J V � -,V V /V �V -V c Y 0 a'�1 ' , O } ,x 98.08 eq x 102. s� ' � 9 c x�o�.6 1100.39 �,, c � � O c O � 98.43 1 N' , ° O', N x 100.82 P . 104.36 g.81` J x 100.60 NOTES: a 1_ ALL WDRKMANSMP AND MATERIALS SHALL CONFORM TO O -E -P T#TLE `5 AND, THE, jt1 ! 5RULES A432} GULATIONS FOR ,SUBSURFACE D1SPKaAL'OF'SEWAGE: 2. tU3-.tt$)VVERS Tt s4wTmY UNITS SHALL SE BijDUGHT TO OrThilk 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H -TD LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING ALAS. 4. ANY MASONARY UNITS USED TO MING COVERS TO GRADE SHALL BE MORTARED IN PLAN. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTIUTTES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR ' IS;TO':CALL '*DIG-SAFE'<AT 1-888-344-7233 AT LEAST 72 HOURS sPRTOR To cbmaijoam vm ON SITE. ,.7 , COPITOACIOR 15 TO VERs GRADES AND EbtWi IONS AS AS ' SITE T10t+fi5 PRIOR lb'C0 ENO!NG YORK ON SITE ANY. VARIATION ' IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. $. PARCEL IS IN FLOOD ZONE C 11• LOT IS SHOWN ON ASSESSORS MAP 143 AS PARCEL DEPTH HOMZ TEXTURE COLOR JAN 13 2015 OTHER 0-4' C/A LOAMY SAND 10YR5/1 NO 4-30' B.. LOAMY SAND 10YR6/6.._ Sm; TEST 3--L-102' Cl YEIXUM SAND 2.5Y8/4 - - - -- - - TO'; JN CLERK SOUTH YAR'.'OUT MA DATE OF SOIL TEST DECEMBER 22, 2005 SOIL TEST DONE BY 5'1r, ENGINEERING MTNESSED BY A. VON HONE C S �_ NUM=OF BEDROOMS 3 08SWATMd OLE 3 ELEV, 103,3 GARBAGE DISPOSAL UNIT_ TOTAL ESTIMATED FLOW ' PERCOLATION RATE E 2 _ M +./INCH AT 66 INCITES ( m m"_1 4.AAY X 3 W-) _.3M_ GAL./DAY DEPTH HOR'Z TEXTURE COLOR MOTT. OTHER REQUIRED SEPTIC TANK CAPACITY ACTUAL SIZE OF SEPTIC TANK GAL. GAL 0/A AMY SAND IOYR5 /2 NO ROOTS 103.30-4' SOIL CLASSIFICATION _ ;. .._ ___._ _--.. _... 4-28' B LOAMY SAND tOYR6/6 ROOTS 103:0 DESIGN PERCOLATION RATE <. I MIN./iN- � 28-72" Cl MEDIUM SAND 2,5Y8 4 ' - 101.0 EFFLUENT LOADING RATE GAL./DAY/S.F. A& 97,3 LEACHING AREA SO- FT- 72-90' C2 COARSE SAND BLACK (11X3"47=0/12) 90-144' C3 SILT LOAM _ -95.8 LEACHING CAPACITY (AREA X RATE) JIMA GAL./DAY_ 91,3 474.33 X Q74 #FD WATER ENCOUNTERED AT _ 144 ELEV. = 91.3 RESERVE LEACHING CAPACITY :Vg moi GAL./DAY - O�p YaT1HOLE 4 ELEV.=_!03_6 6.9 O 214.22 1 0 . ` 0° 411105.31 x 105.3 �} 107.88 x -40 Ol 1 EOOA L _O _ - -A , o x 5.0 uq x 102.03 c9 1 �O x 101.6 5 - c9 CsNI O .0 J � O ;O \_x %9 .01 8. 9� c °23 i 8. 1 � 6 54� �x% -Y,Y ` �g O 00 � Y 'J V � -,V V /V �V -V c Y 0 a'�1 ' , O } ,x 98.08 eq x 102. s� ' � 9 c x�o�.6 1100.39 �,, c � � O c O � 98.43 1 N' , ° O', N x 100.82 P . 104.36 g.81` J x 100.60 NOTES: a 1_ ALL WDRKMANSMP AND MATERIALS SHALL CONFORM TO O -E -P T#TLE `5 AND, THE, jt1 ! 5RULES A432} GULATIONS FOR ,SUBSURFACE D1SPKaAL'OF'SEWAGE: 2. tU3-.tt$)VVERS Tt s4wTmY UNITS SHALL SE BijDUGHT TO OrThilk 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H -TD LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING ALAS. 4. ANY MASONARY UNITS USED TO MING COVERS TO GRADE SHALL BE MORTARED IN PLAN. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTIUTTES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR ' IS;TO':CALL '*DIG-SAFE'<AT 1-888-344-7233 AT LEAST 72 HOURS sPRTOR To cbmaijoam vm ON SITE. ,.7 , COPITOACIOR 15 TO VERs GRADES AND EbtWi IONS AS AS ' SITE T10t+fi5 PRIOR lb'C0 ENO!NG YORK ON SITE ANY. VARIATION ' IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. $. PARCEL IS IN FLOOD ZONE C 11• LOT IS SHOWN ON ASSESSORS MAP 143 AS PARCEL DEPTH HOMZ TEXTURE COLOR MOTT. OTHER 0-4' C/A LOAMY SAND 10YR5/1 NO 4-30' B.. LOAMY SAND 10YR6/6.._ .. - _.. 3--L-102' Cl YEIXUM SAND 2.5Y8/4 - - - -- - - 102-120"C2 Sr T LOAM MO WATER ENCOLwTERED AT 120" ELEV. _ _ 93.6 105.43DO, 00 - S � 5 2. 5 N 103.6 103.3 101.1 95.1 93.6 I'm 1 8 YARMOUrit MASS. _aF�' ,.; lid✓i GfY �-r r � ,Re 5 w V - Y - V - V - r.. 508- F. U. u x / 5-6900 SOUTH DEWS.. ( 02C1 c# OATE.RINF '4 gn14 SCALE n ■!mvi