Loading...
HomeMy WebLinkAboutBLD-17-5125FOUNDATION NOTES: I. MAIN FOUNDATION WALLS TO BE 10" POURED CONCRETE fc'=3000 Psi, W/ 2@ #5 BARS TOP Q BOTTOM. FOUNDATION WALL TO BE ON 12"x36" STRIP FOOTING. PROVIDE 4@ #5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ KEYWAY. PROVIDE #5 VERTICAL DOWELS @ 24" O.G. EXTENDED V -b" MIN. ABOVE TOP OF FOOTING. PROVIDE %w ANCHOR BOLTS @ 3b" O.G. MAX. MIN. 7" EMBEDMENT W/ 3"x3"xY4" PLATE WASHER. 2. ALL STRUCTURAL STEEL COLUMNS TO BE 3V CONCRETE FILLED LALLY COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"xb"x%" CAP PLATE 4 7"x12"x%" BASE PLATE W/ 2@ Tq" DIA. BOLTS. WELD ALL CONNECTIONS, FOOTINGS TO BE 36"x36"x12" SQUARE CONCRETE W/ 3@ #5 BARS EACH WAY. 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 4. CONCRETE SLAB TO BE 4" POURED CONCRETE ON COMPACTED FILL. PROVIDE CONTRACTION JOINTS I" DEEP AT COLUMN LINES. CUT W/ "EARLY ENTRY" SAW. 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE (WINDOWS OR MECHANICAL) 6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN 4'-0'I MINIMUM COVER. 7. PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF STEEL BEAMS (TYP.). S. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. q. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 6 3- BASEMENT WINDOWS "x6" P.T. POST ALONG THI5 WALL EQUAL_Y SPACED AS POSSIBLE — j• • VERIFY WITH EXISTING p BEAMS SIMPSON ABU66 PROVIDE 10" DIAM. 50NOTUBE WBIGFOOT FOOTING (BF28) FOR COLUMN SUPPORT ABOVE n w A L O J QS 1 c .1 Z n . /// . I 1 . \\\ • 4�TYPICAL P05 - SCALE 1-1/2" = 1'-011 2xb P.T. SILL 19'4n x9 Y4n LVL ± 14'-5" t 21'=84' SILL SEALER Ib" OFOOR JOISTS PROVIDE 10' DIAM. SONOTnE 5/8" ANCHOR BOLTS @ 24" O.C. WBIGFOOT FOOTING (BF28; B MIN. 7" EMBEDMENT PROVIDE tt5 REBARS @ FOR COLUMN SUPPORT ABOVE S 1 w/B"x3"x1/4"PLATE WASHER 2n 4 a 12' O.G. VERT IN MAIN ' 2 @ #5 REBARS CONT. FOUNDATION WALLS TO TIE 4 AROUND ALL OPENINGS IN TO FR05T WALLS. TTP. CONNECTION WHERE POUR 15 4'-0" 8'-0" 4'-O" A. OPENINGS FOR STEEL CRIBBING NOT CONTINUOUS. \ ::'� _ I"/FT FILL t TAMP PROVIDEOUT R IIIIIIIIII'IIIIIIIIIIIIIIII��=I, aQ 4 d VERIFY HGT. OF LOCATIONS l 12" BED OF 3/B' STONE I =III -I 1= I- -III-III-_ TO BE DETERMINED STEPS b°xb P.T. PROVIDE OPENINGS 1N WHERE NO GUTTERS _LII-! —I ( II( -III III -I 5/8" ANCHOR BOLTS @ 24' O. . POST TYP. `v FOUNDATION WALL FOR STEEL L-III-III=I I (-III-III—I I—I I (- MINK 7� EMBEDMENT #5 VERTICAL DOWELS - - - - - '- - - - - - - - - - - 6�_6 - - - 51_5" - �Q CRIBBING LOCATIONS TO BE I I I I) I II II I II � I II ! II 11111 I II I I I I II( a w/3 x3 xt/4 PLATE WASHER I � VERIFIED I=I I III -III I -I I—III—I @ 1 -+� —I ! —I III— I III -III- Q 24" O.C. EXTENDED 3'-6" MIN. ABOVE TOP OF ISI=III 1IRI1=III iiII !II i1I. 1---- ------------ -- ----- 1 CUT BACK CURB VERIFY WALL CUT I FOOTING v I I 10" THICK x 7'-10" AT DOOR AREA LOCATIONS w/EXISTING r CONCRETE WALL ON I I DOOR LOCATIONS III -III -III -III I !— I III -III BIT. JT. FILLER, I CONTINUOUS 36 x12 1 I VERIFY WALL CUT " i. - I ( I i !—I I I II -! I iIi— TDP OFF FI FLEXIBLE 1 I 41 CONCRETE FOOTING LOCATIONS w/EXISTING 10 THICK x t5 ' -(c' ( I DO NOT BACKFILL WALL -11 i -I I—III-) I I—I 1 i—i 1 -III JOINT SEALANT A I I DOOR LOCATIONS CONCRETE WALL ON - A UNTIL CONCRETE HAS —III I I—III—III—I III -I I (- CONTINUOUS 36'x12" ( ATTAINED 7 DAY STRENGTH S.1 I I CONCRETE FOOTING o S.1 AND BOTH TOP B BOTTOM III -III -III -I) I—III=III-III-III W6X6 W2AXW2.9 TOP I/3 PROPOSED ( I OF WALL ARE PROPERLY _III-III=III-III-III-III-III I 6 i 1 STORAGE SERCURED. 1 1 1-111—I I I -1I I-- I I=1I I= III -III of SLAB I I 2@ 1155 REBARS, CONT =111=111: III -- 14 4" CONC. SLAB 4" CON... 51 -AB ON H I TOP E BOTTOM III— I—III— I I—III-III 1 1 1- I I I I 10 MIL VAPOR RETARDER I 1 -I I 1=1111 III III III III ! 1I- CARRY DAMPROOFING _ i Al 1 1 I I I I DEEP CONTRACTION I OVER TOP OF - I I I -III I.—III , u( b COMPACTED v "1 JOINT CUT WITH EARLY I FOOTING -III III=III III -III III -III 2 FILL H I 1 I I ENTRY SAN I 1 FOUNDATION WALL AT 1 111111III I I I 1 1111111 II 11111)1111111 a' © - - -4- - - - - � - - - I I 6 AREAS WHERE FLOOR 111—III EIII—III 111=111=III a a a 1 I I DECK 15 BEING -III=III I 1 I ------------------------------------ - (N REMOVED WILL HAVE TO III -11{=1I a a i -H EXTEND UP TO BTM. OF PROVIDE I LAYER 5!8" EXISTING WALL _ 4 d 2X4 KEYWAY I 1 I I TYPE "X" FIRECOD GWS I II -III -I a a 4 III—III a m I 1 ENTIRE GARAGE < CEILING - I _ I I I III -III 1 L _ _ _ _ - _ __ _ _ 4@ #5 REBARS, +11 i 1 1" DEEP CONTRACTION 1 I TS A"x4"x.25" CO_LMN 4 III III I TRY SAW EARLY( 1" STD. BASE PLATE E A.0 I I o III III a 4 III III I - 2-94 DIA. ANCHOR \ 111 III— a a G d _ N I BOLTS TYP. III—i i I_I I =1 I I=1 I=1 I --'I -I 1= _— —t — �I1111{I I Illillllf _ __ _________________ PLATE IS OFF GTR OF TS \ a 7 I 10^ THICK x 7'-l0" VERIFY WALL CUT ( I o � —I _ I III I I II III III III—III—III I I III- .I l 1=1 II III- NI ©5" izG I I CONCRETE WALL ON LOCATIONS w/EXISTING 1 1 + 1 III III=III-III II III -III III -III III -III III -I I I III III- " I III -III- CONTINUOUS 56"A2" DOOR LOCATIONS I I -111-III _III III -1 I I I I I=1 1 -1 1= 11=1 I I =1 I-:-1 I -III-1-I 11=1 I I-1 f I 1 I CONCRETE FOOTING DROP TOP OF WALL n 13" 1 I TS 4"xd"x.25" COLUMN AT DOOR OPENINGS I 1 13 10 * 1 I ( 5h" STD. BASE PLATES BM \ I 36" PKT 1 I I2 ?/,' DIA. ANCHOR _'- - - t-�vn 1 NOTES FOOTING SHALL BEAR ON C ACTED GRANULAR FILL OR NATTV�T LA'0 LI OR ORGANIC MATERIAL- FREEf ARC ITECT' - - _ - - _ tHED ATELT IF DIFFERENT COND?xx S ARE ENCOUNTERED. I I " WALL A30VEJ I PROVIDE #5 REBARS @ N J L1 _ _ _ _ _ _ _ _ _ _ _ _ J 12 O.C. VERT IN MAIN ' I I PROVIDE WELDED Il - ll 7 ( ( FOUNDATION WALLS TO TIE TYPICAL FOUNDATION NALL In O 0 � IN TO FROST WALLS. TYP. " „ HANGER H T.S. III it 5r -L4 CO CONNECTION WHERE POUR I SCALE I -I/2 = I -0 * ( I COL. TO HANG5-.--/ HEADER - - - �N - I 1 NOT CONTINUOUS rl NG k4LL ON I POST UP I 24°Wxl2'D9CON N1JOUS TO�i N :)F YARMOUTH ccONI DN. I STRIP FOOTING I I / REVIEWED FOR BUIL 1 /3-tt5 CONTIN'OUS BARS. I 1 DIN AND ZONING CODECOMPLI- ANCE. ERRORS OR CIM AISSIONS 00 NOT RELIEVE THE 1 2x4 BEARING WALL ON L — I APPLICANT FROM THE RESPONSIBILliYOF'AS BUILT• 24"Wx120D CONTINUOUS 1 ++ COMPLIANCE. 1 I STRIP FOOTING I _- 1 10' THICK x T-10" 1 I 1 1 w/3-#5 CONTINUOUS BARS. I i , I CONTINUOUS L x1ON I I DATE: 1 1 2 2 El I J I J I CONCRETE FOOTINs 1 1 BUILDING OFF L A.0 I L A.O - -2, 17- - 1-- --- J r ----- BEARING WALL .Y8' L - I ( C] I L3-1 9a x9 YA" LVL I -I - - - - -� HEADER I - - PROPOSED q' HIGH 1 1 4'-0" 1 i m 3m v I I I OF SLAB WGXG 9XW2.9, TOP 1/3 10 WIDE x I CUSTOM SLIDING�� BARN DOORS I 1 u `n I I PROPOSEDI 1 II I I I KO I I I 4'-10 _ L - - J ;I i I BASEMENT 6 1 SB ON 2@ #5 REBAR +14" CONC. LA CONT. @ i - - - - - I 1 10 MIL VAPOR RETARDEIRI I PERIMETER DROP WALL FOR-/ 1 BULKBILCHEAD "C" SIZE 21-011 5'-4" L - _ _ - - - VERIFY WIDTH NEEDED I I 2817 ! I 7 w/DOOR MANUF. _ 1 n W6X6 W2.gXW2.q L - - - -� 1 -.-136 DIAM. CORRUGATED 2 -0 TOP 1/3 OF SLAB GALVANIZED STEEL PROVIDE GAP IN ± 6' 2y2, AREAWAY w/GRAVEL APRON FOR BARN I BED, TYPICAL DOOBORWTSLAB DE s ± 14'-1" ± 12'-43/4 4 LS- d a G 4 /'/�--2 — III_III I� < � I IiI I II=�� ISI -I1 A I I-111=1 1 14 tt5 REflARS CONT, I11III I�I I III -Il- - -i1=1 __ _ -11 LEN _=1 J 1I I—'- 1I—III III I I I_I 11—I I i III—II I—i I 1=1 II III—III Iii -1 I I i - --- ®° - III—III — III—III—III - I I—III--I II_I I I—III=III-III=III-III III{illlllllllllllll—IIIIIIIIIIIILII) IIIIIIIII�III!IIIllilllllllllllllllllllllllllllll �,,� i _ � l 1= --, I III—III - I I III I I I I I —I I I V I I I Coo COMP. FILL APRON DETAIL SCALE 1-1/2" = II -011 PROPOSED FOUNDATION PLAN Fa EX ISTING BARN CONTRACTOR TO FIELD DETERMINE EXISTING FLOOR JOIST AND BEAM DIRECTIONS AND VERIFY NEW BEAMS, COLUMNS, AND FOOTINGS LOCATIONS L-3@ #5 REBARS, CONT. 2 11rIl.,HL / IK SCALE I-12" = KI'-0" pI 1 MLE COPY 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. GENERAL NOTES FLR PLAN REV. - "I-"- ENG NOTES 10/25/16 NO. REVISION DATE COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESES PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE IL DESIGN ASSOCIATES. It 1 DESIGNER: ,I NO DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508)362.2210 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: HAGGERTY BARN 12 JESSIES LANE SOUTH YARMOUTH, MA. TITLE : FOUNDATION PLAN . L I F7771 PROJECT#: SHEET 16-01 A.0 .O OF DATE: 7/20/16 5 4' -On CUSTOM I WOOD STEPS S.1 TAPE?ED COL. 12"xl2' AT BASE B"x8" AT TOP ON I0xlb' BASES w/ STOW: VENEER TYPICAL JOIST TO STL. BN. CONNECTI SCALE 1-1/2" = 1'-011 STEEL BEAK 2x8 BOLTED TO FLANGE S.1 1. T t m AAN2620 AAN2620 B S.1 ------ -- ----------- - ------ O Ilu� � I I I GTR WINDOWS w/ENTRY ROOF _ 2-A6H2448 - - I I I I I 1 I I I I I I I I I I of , 1 I I I I I 1 4"x4' LVL POST DN. FROM RIDGE— TO IDGE TO STEEL BM. I I BELOW I 1 I I 1 1 I EXISTING AAN2620 LOFT I I I I I ±5'-10" WALL I I I � I I I AAN2620 I q'-7" I 4'-5" 5'-51, I i t I OI 4"x4" LVL POST DN, FROM RID E PROPOSED' ij1 I TO STEEL BM. BATH BELOW ±(� —10 1 1 WALL I •2668 �` i 2-2668 1 ±5'-0" WALL if LAUN. w ' 1 S ±7'-0" WALL u 1 2-2668 - ON p 1 v PROPOSED ) STORAGE 1 1 Ln -ADH2ZA5 t. iI SECOND FLOOR NOTE: ALL WINDOWS ARE TO BE ANDERSEN A SERIES w/ APPLIED GRILLES INSIDE AND OUTSIDE S.1 WALL KEY EXISTING WALLS WALLS TO BE REMOVED �1L Zd PROPOSED WALLS 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. GENERAL NOTES I FLR PLAN REV .v 11/16/1 ENG NOTES 10/25/1 NO. REVISION DATE COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESES PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. BUILDER: DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET' YARMOUTHPORT' MA 02675 (508) 362-2210 (508) 362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: HAGGERTY BARN 12 JESSIES LANE SOUTH YARMOUTH, MA. TITLE : FLOOR PLANS SCALE: 1/4"=1'-0" 7 0 1 2 4 R PROJECT M SHEET 16-01 A. 1 DATE: OF 7/20/16 BRACKETS ± 8'-8• + B,_8.. o 2'— B" in 6 Fn A9r/LD2030 AOVLD2030 ADH3050 \° I rn I CUSTO - FWHID3168 IB N. o AAN2628 REMOVE EXISTING r REMOVE EXISTING CEILING I CEILING JOIST AND VAULT CEILING I PIT --/I � OW JOISTS AND ADD 2-2x8 FWHID6068 COLLAR TIE A -- ----- ---- ---- r--- I I 10"A (I EA. SIDE OF RAFTER). --- ----------- I-- i S.1 \ \ BOXED OUT TO FINISH S.1 i I WET BAR i\ I p ADN2650 i - - - EXISTINGM1�2 LIVING I J\ I 6 PROPOSED I v NJ r I/ I t _ GAS FIREPLACE _ I REPLACE EXISTING t--- A.1 WOOD BEAMS w/PROP. W12X40 OR W14X34 TS 4'x4x.25' STEEL BEAMS COLUMN REMOVE EXISTING CEILING JOISTS AND ADD 2-2x8 --------- -1 ------TS'x4"x.25„ _ -- COLUMN 6 — — — _ — — — — — — — — — — — — — — 4"x4" LVL — — — — COLLAR TIE AAN2626 O POST UP FROf (I EA. SIDE OF RAFTER). ` STEEL BM. TO BOXED OUT TO FINISH o'�o o'°o � 9 RIDGE J ,I PROPOSED t` A.1 PROPOSED CONCRETE SLAB 10 WDE x clHIGH 6'-4n 3:1 jon ,. CUS-OM SLIDING I t " 36 C.O. TRACK EXISTING Z BARD DOORS STORAGE 1 cy C-= I PROPOSED CUSTOM SLIDING qc', IL < r BARN DOOR TRACK i 9 -I I 1 I FOR A 36"x80" c OPENING REPLACE EXISTING PROPOSED PRO✓IDE GAP WOOD BEAMS w/PROP. CUSTOM SLIDING' IN APRON FOR 1 ; I W 12X40 OR W I4X34 BARN DOOR - DOORS 1 I FLAT STEEL BEAMS FOR A 36"x80" \FLAT 1 2668 CEILING AAN262PROPo,o , " OPENING CEILING 1 UP POST PL FROM If BATS 1 1 STEEL BI" I. TO I RIDGE % LI EN_---- ° A$IN ----- ----- -- -------- u =, TS 4'x4"x.25" j LAN INC ► n = -j --1 i COLUMN 1l �R�ItiQ ©� m \ / ` / 3'-�2 i iai�" Q o n TS 4x4 x.25 4'-q" -_ COLUMN ? o ---j - - ----� BUILT-IN r PROPOSED I to CABINETBATH I 1 } ADH2650 REMOVE EXISTING CEILING w/CLOSET 2668 q ifJOISTS AND ADD 2-2xB AND DRAW RS i COLLAR TIE (I EA. SIDE OF RAFTER). ----------------------- -- I i BOXED OUT TO FINISH EXIING BEDROOM _, aLIVING PROPOSED ROOM REMOVE EXISTING I N., v CEILING JOIST AND 1 VAULT CEILING 1 IF=J 2866 9 m / u 1 N i A42650 ADN2650 — — - — ADH2650 — — - 1BUILT-!N KABINET � I w/CLOSET 5iv��2668 I 5'-0' ,AND DRAWERS 1 ADH2650 III -7j/4 - - FLOOR JOIST AOVLD2030 ADI -12650 PROPOSED 7'-2" BEDROOM t LID 2x8 BOLTED ---------- - TO FLANGE FIRST FLOOR / JOIST TO STL. BN. CONNECTI SCALE 1-1/2" = 1'-011 STEEL BEAK 2x8 BOLTED TO FLANGE S.1 1. T t m AAN2620 AAN2620 B S.1 ------ -- ----------- - ------ O Ilu� � I I I GTR WINDOWS w/ENTRY ROOF _ 2-A6H2448 - - I I I I I 1 I I I I I I I I I I of , 1 I I I I I 1 4"x4' LVL POST DN. FROM RIDGE— TO IDGE TO STEEL BM. I I BELOW I 1 I I 1 1 I EXISTING AAN2620 LOFT I I I I I ±5'-10" WALL I I I � I I I AAN2620 I q'-7" I 4'-5" 5'-51, I i t I OI 4"x4" LVL POST DN, FROM RID E PROPOSED' ij1 I TO STEEL BM. BATH BELOW ±(� —10 1 1 WALL I •2668 �` i 2-2668 1 ±5'-0" WALL if LAUN. w ' 1 S ±7'-0" WALL u 1 2-2668 - ON p 1 v PROPOSED ) STORAGE 1 1 Ln -ADH2ZA5 t. iI SECOND FLOOR NOTE: ALL WINDOWS ARE TO BE ANDERSEN A SERIES w/ APPLIED GRILLES INSIDE AND OUTSIDE S.1 WALL KEY EXISTING WALLS WALLS TO BE REMOVED �1L Zd PROPOSED WALLS 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. GENERAL NOTES I FLR PLAN REV .v 11/16/1 ENG NOTES 10/25/1 NO. REVISION DATE COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESES PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. BUILDER: DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET' YARMOUTHPORT' MA 02675 (508) 362-2210 (508) 362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: HAGGERTY BARN 12 JESSIES LANE SOUTH YARMOUTH, MA. TITLE : FLOOR PLANS SCALE: 1/4"=1'-0" 7 0 1 2 4 R PROJECT M SHEET 16-01 A. 1 DATE: OF 7/20/16 EXI5TING SECOND FLOOR .—.—.—.—.—.—.—.— — EXISTING FIRST FLOOR CUSTOM EYEB5'-IIY4 l ABOVE VERIFY WIDTH w/DOOR FWHID&068 PROPOSED CUPOLA PROPOSED APW243B PROPOSED 10' WIDE x 9' HIGH CUSTOM SLIDING BARN DOORS RIGHT ELEVATION 12 B� PROPOSED PROPOSED CUPOLA APW2435 REMOVE EXISTING CHIMNEYS- I I L 1 REMOVE '�Jg I - -EXISTING CHIMNEYS CUSTOM WINDOW HEADS 11 tl 41u 1 fl IIS. I PROPOSED DORMER CONTINUOUS RIDGE VENT ASPHALT ROOF SHINGLE - Ix FRIEZE W.G. SHINGLES MATCH EXISTING Ix4 WINDOW/DOOR CASING 2" R.G. SILL TAPERE 12'x12' I — B'xB' A' 16'x16' E STONE' TYPICAI PROPOSEE kt a • r ••- � 1.■A■I.1 ■��r�lfi■■1■1■-�� •Ir n■■iNS log.n ■n■�r■���lr I� r� III/■It■■111 ■■■11■s i nll■s.r■111 iil■ IFAME fl a■■■111■■r E■n=::::�: =:,�. go MEN■nrr rlr.� � r■m■�r■r 1 - I �n■I lollsoloomposimm �� ■��1� .-'. 'viii Ilr■■nn■■■1 1■iiu11 - p � - u■■n —a-- 1' I N Iti11■1■.■11.1i! Ott■� In�un�llln`le I■ii i1111111 limilommisomm I. Ir ■� 1■� ��� Inl■■ri110■ ii, .4 �irlt n■■i.n■nn �ii.m {�! �ii■■■n.ull = • ����I� __��.■.■1.1-- II��..ri11.�.nu��in■■r1 Ilu.�w ■.r■Irm�m .- . - ■1■ur ■■il■■■II.�� 1 it■1■in.•■11� ®,i� ®�f1l■oiw■n.n...i�i�l�■ni.� �--•-• r ••- 11.■■ l■1imol■■■i■1■o■idiIH�.�11■■iin■i1r■1�■.i■�Ii1■■■�1■1i■■r.illl■E1l • : - - �.ilulIr��1 O■11h���l NO P;2 �.._0:�IIy�■lil� 1�1��.�1�1 ••� ��1■u■■■I■It■■■1■1■�1■ I Iw191 1..-LI_V/"%11V IY CROWN3 112' • • PROPOSED- PROPOSED CUPOLA CENTERED ON RIDGEREMOVE EXISTING e REMOVE EYISTING ■/.� I I r■1�1 dal i■.I■ii IIIIrT1�1 1■1 1 ■■■ ■n Iw��� fi 11n1 ■ wool III■no In ■ n _ �■n ■fii11 ® r■n ■ ■ ■ ■■ ■� ra■ nnrr■ 111r�11L.■�un■mil L—__ __ L--_ —J LEFT ELEVATION L—__—__J IG SECOND FLOOR 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. GENERAL NOTES 1ST FLR FRAMING 11/16/16 FLR PLAN REV. ENG NOTES 10/25/16 I NO. REVISION DATE _FIRST, FLOOR , COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESES PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. PROPOSED DORMER im NEW BILCO C BULKHEAD DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET " YARMOUTHPORT' MA 02675 (508) 362-2210 (508) 362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT: HAGGERTY BARN 12 JESSIES LANE SOUTH YARMOUTH, MA. TITLE : ELEVATIONS SCALE: 1/4"=P-0" A17771nom, 4 8 gill SHINGLE RIDGE CAP ROLL VENT EXIST RIDGE BOARD 16# FELT PAPER 5/5" CDX PLYWOOD RAFTER VENT WHERE INSUL. IN5ULATIO PER CODE 200 RAFTERS � L�lt 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL ASPHALT ROOF SHINGLES BE 2X4 @ 16" O.C. UNLESS MATCH EXISTING OTHERWISE NOTED. �^ GDX SHEATHING 3. CONTRACTOR SHALL VERIFY " ` ALL WINDOW ROUGH OPENINGS INSULATION PER CODE PRIOR TO ORDERING WINDOWS. / \ n 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CON-IN000S RIDGE VENT- A5F4ALT ROOF SHINGLES MAY–H EXISTING 5/B' CDX SHEATHING 15st BUILDING PAPER I_FTER VENT IX FASCIA W/ ALUMINUM GUTTER —` IX SOFFIT CDR-A–VENT STRIP VENT 2-2xB HDR REMOVE EXISTING RAFTERS IN THIS --�" AREA FOR PROPOSED DORMER EXISTING ROOF f�A FRAMING I 314'X6Y2RAFTERS 323" OREMOVE EXISTING CEILING JOISTS AND ADD 2-2xB COLLAR TIE (I EA. SIDE OF RAFTER). BOXED OUT TO FINISH j WHERE 544OWN ON PLAN � t EXISTING FIRST FLOOR r 2X6 P.T SILL W/ SILL SEALER 6" COMPACTED Ft CONTINUOUS 3( "x12" CONCRETE FOOTING 146XG W2.9XW29 FOP 1/3 OF SLAB A SECTION SCALE 1-1/2" = I'-0" 8 A.3 1-1 %"x14" LVL RIDGE BELOW USING THE EXISTING EXISTING RIDGE RAFTERS FROM THE 2x8 COLLAR DORMER SIDE ADD TIES I6" ARO.0TO THIS SIDE PLACED AT OPPOSITE OF THE BTM OF PROPOSED FRAMING PTO ATTACH PROPOSED RPROPOSED 2xB RIDGE BOARD " COLLAR TIES I6 O.C. EXISTING ROOF FRAMING I %'x& Y2" RAFTERS 323" O.C_ EXISTING •TING 4x(o )FT EXISTING SECOND FLOOR EXISTING FLOOR JOISTS REPLACE EXISTING WOOD BEAMS w/PROP. STEEL BEAMS I {, FOUNDATION WALL OF AREAS WHERE FLOOR 3ED DECK 15 BEING )RAGE REMOVED WILL HAVI TO EXTEND UP TO BTM. OF EXISTING WALL PROPOSED SLAB 7 )RAFTER SCALE: N.T.S. ICE AND WATER BARRIER MEMBRANE \ 'CARRY UP 3'-0" FROM EAVE CONSTRUCTION. CONTRACTOR AL. DRIP EDGE EXISTING FAFTER5 I OVER ICE 4 WATER BARRIER IX FASCIA W/ ASSUMES RESPONSIBILITY FOR ALUMINUM GUTTER MATCH EXISTING 1-1 3'4x4" LVL IX SOFFIT w/ RIDGE 3ELOW CORA–VENT STRIP VENT EXISTING RIDGE MATCH EXISTING 'ENT DETAIL IX FRIEZE MATCH EXISTING SIDING sv 23/8" MATCH EXISTING L5TA @ EA. RAFTER TYP. WALL CON-IN000S RIDGE VENT- A5F4ALT ROOF SHINGLES MAY–H EXISTING 5/B' CDX SHEATHING 15st BUILDING PAPER I_FTER VENT IX FASCIA W/ ALUMINUM GUTTER —` IX SOFFIT CDR-A–VENT STRIP VENT 2-2xB HDR REMOVE EXISTING RAFTERS IN THIS --�" AREA FOR PROPOSED DORMER EXISTING ROOF f�A FRAMING I 314'X6Y2RAFTERS 323" OREMOVE EXISTING CEILING JOISTS AND ADD 2-2xB COLLAR TIE (I EA. SIDE OF RAFTER). BOXED OUT TO FINISH j WHERE 544OWN ON PLAN � t EXISTING FIRST FLOOR r 2X6 P.T SILL W/ SILL SEALER 6" COMPACTED Ft CONTINUOUS 3( "x12" CONCRETE FOOTING 146XG W2.9XW29 FOP 1/3 OF SLAB A SECTION SCALE 1-1/2" = I'-0" 8 A.3 1-1 %"x14" LVL RIDGE BELOW USING THE EXISTING EXISTING RIDGE RAFTERS FROM THE 2x8 COLLAR DORMER SIDE ADD TIES I6" ARO.0TO THIS SIDE PLACED AT OPPOSITE OF THE BTM OF PROPOSED FRAMING PTO ATTACH PROPOSED RPROPOSED 2xB RIDGE BOARD " COLLAR TIES I6 O.C. EXISTING ROOF FRAMING I %'x& Y2" RAFTERS 323" O.C_ EXISTING •TING 4x(o )FT EXISTING SECOND FLOOR EXISTING FLOOR JOISTS REPLACE EXISTING WOOD BEAMS w/PROP. STEEL BEAMS I {, FOUNDATION WALL OF AREAS WHERE FLOOR 3ED DECK 15 BEING )RAGE REMOVED WILL HAVI TO EXTEND UP TO BTM. OF EXISTING WALL PROPOSED SLAB 7 )RAFTER SCALE: N.T.S. 2x8 COLLAR---rrfir— T EXI5 ING RIDGE TIE I6" O.C. 1-1 34'x7 -4' 11 PLACED AT fj 1111 ii 1-1 31A'x14" LVL THE BTM OF a RIDGE BELOW PROPOSED EXISTING RIDGE RIDGE BOARD 1111 a II ij 1111 If 11 USING THE EXISTING u RAFTERS FROM THE n DORMER SIDE ADD TO THIS SIDE 11 11 P EXISTING ROOF OPPOSITE OF 11 If If FRAMING 13'4 x6 Y2" PROPOSED FRAMING 11 Ii II if RAFTERS 323" O.G. TO ATTACH ` – jju _ LL – L PROPOSED 2xB COLLAR TIES 16" O.C. EXISTING LAY–ON ROOF 12 LOFT w/2x6 16" O.C. B� - EXISTING SECOND FLOOR 2x8 NAILE 10 RAFTERS BEAD BD. I6" O.C. 3 PLY Y2" PLYWOOD= GLC. BEYOND GLUED 4 CUT TO__ _: 2-1 �q"xll 7/5" LVL SHAPE OF EYEBROW "� �t HEADER WINDOW 16" O.C. F 1 2-2x10 P.T. 2-2x10 P.T. EADER BTM. HEADER TYP. FLUSH w/CEILING BEYOND jj BEYOND m 0x6" P.T. I PROPOSED 3 PLY Y2" PLYWOOD PO'T TYP. STORA E GLUED E CUT TO SHAPE OF EYEBROW WINDOW 16" O.C. LAY -ON ROOF w/2x6 16" O.G. �. 2xB NAILER 200 RAFTERS 10 O.C. v 2-2x10 P.T. ----� HEADER BTM. FLUSH w/CEILING BEAD ED. _ = - CLG. PROVIDE 10" DIAM. SONOTUBE 6"xb" P.T. /BIGFOOT FOOTING BF26 FOR COLUMN SUPPORT ABO y� POST TYP. VE 2-2xIO P.T. HEADER TYP. EYEBROW ROOF PROFILE SECTION �Kliql BUILDER: DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET " YARMOUTHPORT " MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net [STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: HAGGERTY BARN 12 JESSIES LANE SOUTH YARMOUTH, MA. 'I 0 TITLE : BUILDING SECTION & DETAILS SCALE: 1/4"=1'-0" 0 12 4 8 CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR BEAM 8 STRAP ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO FTER @ 16" O.C. sv 23/8" L5TA @ EA. RAFTER THE ATTENTION OF THE DESIGNER. END DISTANCE � GENERAL NOTES 5 @ EA. RAFTER RIDGE BEAM TOP PLATE _ NOTE: RIDGE STRAPS ARE NOT IST FLR FRAMING FLR PLAN REV. 11/16/16 REQUIRED WHEN COLLAR TIES OF NOMINAL Ixb OR 2x4 LUMBER ARE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE AND ENG NOTES 10/25/16 ATTACHED TO RAFTERS USING NO. REVISION DATE 5)IOd NAILS EACH END COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESES—IOV PLANS ARE NOT TO BE REPRODUCED /�✓) SCALE: N.T.S. CHANGED OR ED IN ANY FORM OR MANNER WHATSOEVER WITHOUT RST - OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. 2x8 COLLAR---rrfir— T EXI5 ING RIDGE TIE I6" O.C. 1-1 34'x7 -4' 11 PLACED AT fj 1111 ii 1-1 31A'x14" LVL THE BTM OF a RIDGE BELOW PROPOSED EXISTING RIDGE RIDGE BOARD 1111 a II ij 1111 If 11 USING THE EXISTING u RAFTERS FROM THE n DORMER SIDE ADD TO THIS SIDE 11 11 P EXISTING ROOF OPPOSITE OF 11 If If FRAMING 13'4 x6 Y2" PROPOSED FRAMING 11 Ii II if RAFTERS 323" O.G. TO ATTACH ` – jju _ LL – L PROPOSED 2xB COLLAR TIES 16" O.C. EXISTING LAY–ON ROOF 12 LOFT w/2x6 16" O.C. B� - EXISTING SECOND FLOOR 2x8 NAILE 10 RAFTERS BEAD BD. I6" O.C. 3 PLY Y2" PLYWOOD= GLC. BEYOND GLUED 4 CUT TO__ _: 2-1 �q"xll 7/5" LVL SHAPE OF EYEBROW "� �t HEADER WINDOW 16" O.C. F 1 2-2x10 P.T. 2-2x10 P.T. EADER BTM. HEADER TYP. FLUSH w/CEILING BEYOND jj BEYOND m 0x6" P.T. I PROPOSED 3 PLY Y2" PLYWOOD PO'T TYP. STORA E GLUED E CUT TO SHAPE OF EYEBROW WINDOW 16" O.C. LAY -ON ROOF w/2x6 16" O.G. �. 2xB NAILER 200 RAFTERS 10 O.C. v 2-2x10 P.T. ----� HEADER BTM. FLUSH w/CEILING BEAD ED. _ = - CLG. PROVIDE 10" DIAM. SONOTUBE 6"xb" P.T. /BIGFOOT FOOTING BF26 FOR COLUMN SUPPORT ABO y� POST TYP. VE 2-2xIO P.T. HEADER TYP. EYEBROW ROOF PROFILE SECTION �Kliql BUILDER: DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET " YARMOUTHPORT " MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net [STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: HAGGERTY BARN 12 JESSIES LANE SOUTH YARMOUTH, MA. 'I 0 TITLE : BUILDING SECTION & DETAILS SCALE: 1/4"=1'-0" 0 12 4 8 9" 28" 114 121" 1 AA" 10 34" 121 130" 'ICAL) 10 RESERVE< �, oODE[ v >��ry LEACHINGREA 38" 3� v �0 126": ..;RET „ o 144" UND c ELEV=0.0 ELEV=(-1.U) tLtV=U.O ELEV=O.O -NEV'f 12.9 X {� ,` AREA DRA�t`�L A DATE: DATE: DATE: DATE: AR "A TRmTA JANUARY 16, 2013 JANUARY 16, 2013 SEPTEMBER 2, 2015 SEPTEMBER 2, 2015 TEST BY: TEST BY' TEST BY: TEST BY: THE BSC GROUP THE BSC GROUP THE SSC GROUP THE BSC GROUP PRECAST CONCRETE WOODED YARD DRAIN WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: W/BEEHIVE GRATE o AMY VON HONE AMY VON HONE AMY VON HONE AMY VON HONE RIM=11.45 0 r` PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: SUMP 6595 <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR +� KIERAN J. HEALY, PI.S KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS �- �1 i2.5 ` SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: \� 1 1 LT.A.R.L.T.A.R. LTA.R. LT.A.R. '\ 12.7 X 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.Ff. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. \> 6' BENCHMARK 0. STAKE AND NAIL SET BERING EXISTING BARN, ELEVATION 11.52 NAVD-1988 2,500 GALLON SEPTIC TANK CH 10) \� s NOT TO SCALE !TOTES RAISE AT LEAST ONE COVER TO - WITHIN 3" OF FINISHED GRADE. THE \ 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. RISER SHALL BE 18" HDPE PIPE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 _ CONC. COVER LOADING. \ 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED R - WITHIN 12' OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. �j f - ---- _; _XISTING }, 2 I 1 \ 10'_0 10" { •�f `_- ' l V C - 1 z ; \ X 12.3 LOCATE to INLET TEE 1n OUTLET TEED 't UNDER COVER W/GAS BAFFLE 'o `. 6• .. - I 6" MINIMUM CROSS-SECTION VIEW PLAN VIEW 3/4" TO 1-1/2" CRUSHED STONE l ,\� UttU UUiJK 11Jv°iJ, t'/iht ''tJ PLAN BOOK 184, PAGE 131 SYSTEM PROFILE NOT TO SCALE 4" SCH. 40 PVC X `k. EL=A S=0 015 TOP FOUNDATION FIRST PIPE LENGTH +4' OF1Gy�^G EL=12.tt EXISTING BUILDING TO BE SET 2 LEVEL \ si FINISH GRADE PVC 11.6 - 11.8 \ $ FIEIODA 41' O S=0.02 32' O S= 0.005 - No. 38039 , \ 11.7 X h >�4F �' LEACHING-fl-11.CHAMBER 0 0 0 0 0 0 0 0 0 0 �o I=B 00000000ao 1=D I=G o0000000ao \ PROPOSED BUILDING SEWER `• I=C 1=E I=F H /L CONTRACTOR TO PROVIDE A MINIMUM SLOPE Of 0.01 FT/FT. 2o T • Lt • 9 -OUTLET 5.1' SEPARATION \ - 2,000 GALLON DISTRIBUTION \ > SEPTIC TANK BOX J t ESTIMATED S.H.G.W. \ MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING N/F \ ROY l`iiLSCHUT PROPOSED GA / \ ry�� �\ TG ' 17 AUNT EDITHS ROAD GENERAL NOTES: GUEST ASSESSORS .SAP 51 \ �FO R AB \ S, PARCEL 08 1. THIS PLAN IN ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL \ \ DEED BOOK 22662, PAGE 201 FACIUTY AS PART OF THE BUILDING PERMIT APPLICATION PACKAGE. PLAN BOOK ,184, PAGE 131 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND \ X 1 i .5 YARMOUTH BOARD OF HEALTH REGULATIONS. )POSEDs \� 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED V N TH- -4 \`P(� LEACHING FACILITY EL -1 D 4., IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. n \2� 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 �A \\ SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL Of 11.5 X \\ LEACHING TRENCH MEETS EACH OF THE FOLLOWING SPECIFICATIONS: EXISTING 3 @: , q DR00M SAS, TO RETAI NI n \ 16.5 X 70' 1 REMAIN W1.ALLS p �\ 100% MUST PASS #4 SIEVE 10% MUST PASS #50 SIEVE \ 0-20% MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE ` 0, 6. EXISTING UTIUTIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT P X 2 GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR 12.1 X EXISTING } \ c Opp\ ^:a, l \�0- 0 SHALL VERIFY THE SIZE, LOCATION AND ELEVAl10N OF INVERTS OF UTILITIES AND STRUCTURES, \F 1) PROPOSED GARAGE .i) DRI\!E� \ ' SFYT1�CAL K WITHIN 11iE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE Zs GUEST _. DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER \ HOUSE \ ®, \ X 11.6 IMMEDIATELY. TO BE \ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED \RELOCATED 111.5 \ CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL � •\ Ny�ti \ COMPLETE THE PROPOSED .WORK WITHOUT ANY INIERUPTIONS IN SERVICE. ED GARAGE / \ 8. CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 9 \\ \ t2S \ (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 1 9. THIS SYSTEM 1S NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF \ ,L GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). _2let- N f' \ voy DISTRIBUTION BOX DETAIL (H---20) \ -f" NOT TO SCALE REMOVABLE \ �\\ COVER CONCRETE \ n 1 f RISER '• - B. \ \ =11.2 \ { +.' (9) 5 DIA. 10 r 4 KNOCKOUTS 7 \ )�'. 11 1 I � tO . O O O 30' I I 18 DIA. r COVER 0 BO4202.v"L �* I S6' MINIMUM o X2 G F 1 i. 6/ 3/4- TO 1 -1/2 - SECTION -1/2- / S CTION VIEW CRUSHED STONE DWEUWJ� PLAN VIEW 7 E ���0, �� SLAB 4.7G PROPOSED DWELLING FLOOR PLANS \ iO.F.1.7/ F.F.14.7/ 40 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. _ \ I� ATTACHED 2 ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. �� SEE A VARIANCE REQUEST TOWN OF YARMOUTH: TO ALLOW THE TOP OF FOUNDATION TO BE LESS THAN 2' ABOVE THE HIGH POINT 0 SOIL TEST PIT DATA I CATES JEANNE RUSSO HAGGERTY B DEED BOOK 29181, PAGE 29 PLAN REFERENCE: 1 NOT TO SCALE 51 R ���p ,,.,!TH o ZONING DISTRICT: 4" GRAVEL SETBACKS: a AND ND 1' TEST PIT 1-1 TEST PIT 1-2 TEST PIT 1-3 TEST PIT 1-4 EE I NOT AN APD GRD. EL 10.8 GRD. EL 11.0 GRD. EL 11.6 GRD. EL 12.0 4BERS FEMA FLOOD EST. HIGH GW. 1.5 EST. HIGH GW. 1.5 EST. HIGH GW. 1.5 EST. HIGH GW. 1.5 =DDED 1OYR 7/4 9" 28" 114 121" 1 AA" 10 34" 121 130" 'ICAL) 10 RESERVE< �, oODE[ v >��ry LEACHINGREA 38" 3� v �0 126": ..;RET „ o 144" UND c ELEV=0.0 ELEV=(-1.U) tLtV=U.O ELEV=O.O -NEV'f 12.9 X {� ,` AREA DRA�t`�L A DATE: DATE: DATE: DATE: AR "A TRmTA JANUARY 16, 2013 JANUARY 16, 2013 SEPTEMBER 2, 2015 SEPTEMBER 2, 2015 TEST BY: TEST BY' TEST BY: TEST BY: THE BSC GROUP THE BSC GROUP THE SSC GROUP THE BSC GROUP PRECAST CONCRETE WOODED YARD DRAIN WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: W/BEEHIVE GRATE o AMY VON HONE AMY VON HONE AMY VON HONE AMY VON HONE RIM=11.45 0 r` PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: SUMP 6595 <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR +� KIERAN J. HEALY, PI.S KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS �- �1 i2.5 ` SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: \� 1 1 LT.A.R.L.T.A.R. LTA.R. LT.A.R. '\ 12.7 X 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.Ff. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. \> 6' BENCHMARK 0. STAKE AND NAIL SET BERING EXISTING BARN, ELEVATION 11.52 NAVD-1988 2,500 GALLON SEPTIC TANK CH 10) \� s NOT TO SCALE !TOTES RAISE AT LEAST ONE COVER TO - WITHIN 3" OF FINISHED GRADE. THE \ 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. RISER SHALL BE 18" HDPE PIPE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 _ CONC. COVER LOADING. \ 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED R - WITHIN 12' OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. �j f - ---- _; _XISTING }, 2 I 1 \ 10'_0 10" { •�f `_- ' l V C - 1 z ; \ X 12.3 LOCATE to INLET TEE 1n OUTLET TEED 't UNDER COVER W/GAS BAFFLE 'o `. 6• .. - I 6" MINIMUM CROSS-SECTION VIEW PLAN VIEW 3/4" TO 1-1/2" CRUSHED STONE l ,\� UttU UUiJK 11Jv°iJ, t'/iht ''tJ PLAN BOOK 184, PAGE 131 SYSTEM PROFILE NOT TO SCALE 4" SCH. 40 PVC X `k. EL=A S=0 015 TOP FOUNDATION FIRST PIPE LENGTH +4' OF1Gy�^G EL=12.tt EXISTING BUILDING TO BE SET 2 LEVEL \ si FINISH GRADE PVC 11.6 - 11.8 \ $ FIEIODA 41' O S=0.02 32' O S= 0.005 - No. 38039 , \ 11.7 X h >�4F �' LEACHING-fl-11.CHAMBER 0 0 0 0 0 0 0 0 0 0 �o I=B 00000000ao 1=D I=G o0000000ao \ PROPOSED BUILDING SEWER `• I=C 1=E I=F H /L CONTRACTOR TO PROVIDE A MINIMUM SLOPE Of 0.01 FT/FT. 2o T • Lt • 9 -OUTLET 5.1' SEPARATION \ - 2,000 GALLON DISTRIBUTION \ > SEPTIC TANK BOX J t ESTIMATED S.H.G.W. \ MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING N/F \ ROY l`iiLSCHUT PROPOSED GA / \ ry�� �\ TG ' 17 AUNT EDITHS ROAD GENERAL NOTES: GUEST ASSESSORS .SAP 51 \ �FO R AB \ S, PARCEL 08 1. THIS PLAN IN ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL \ \ DEED BOOK 22662, PAGE 201 FACIUTY AS PART OF THE BUILDING PERMIT APPLICATION PACKAGE. PLAN BOOK ,184, PAGE 131 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND \ X 1 i .5 YARMOUTH BOARD OF HEALTH REGULATIONS. )POSEDs \� 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED V N TH- -4 \`P(� LEACHING FACILITY EL -1 D 4., IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. n \2� 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 �A \\ SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL Of 11.5 X \\ LEACHING TRENCH MEETS EACH OF THE FOLLOWING SPECIFICATIONS: EXISTING 3 @: , q DR00M SAS, TO RETAI NI n \ 16.5 X 70' 1 REMAIN W1.ALLS p �\ 100% MUST PASS #4 SIEVE 10% MUST PASS #50 SIEVE \ 0-20% MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE ` 0, 6. EXISTING UTIUTIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT P X 2 GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR 12.1 X EXISTING } \ c Opp\ ^:a, l \�0- 0 SHALL VERIFY THE SIZE, LOCATION AND ELEVAl10N OF INVERTS OF UTILITIES AND STRUCTURES, \F 1) PROPOSED GARAGE .i) DRI\!E� \ ' SFYT1�CAL K WITHIN 11iE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE Zs GUEST _. DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER \ HOUSE \ ®, \ X 11.6 IMMEDIATELY. TO BE \ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED \RELOCATED 111.5 \ CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL � •\ Ny�ti \ COMPLETE THE PROPOSED .WORK WITHOUT ANY INIERUPTIONS IN SERVICE. ED GARAGE / \ 8. CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 9 \\ \ t2S \ (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 1 9. THIS SYSTEM 1S NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF \ ,L GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). _2let- N f' \ voy DISTRIBUTION BOX DETAIL (H---20) \ -f" NOT TO SCALE REMOVABLE \ �\\ COVER CONCRETE \ n 1 f RISER '• - B. \ \ =11.2 \ { +.' (9) 5 DIA. 10 r 4 KNOCKOUTS 7 \ )�'. 11 1 I � tO . O O O 30' I I 18 DIA. r COVER 0 BO4202.v"L �* I S6' MINIMUM o X2 G F 1 i. 6/ 3/4- TO 1 -1/2 - SECTION -1/2- / S CTION VIEW CRUSHED STONE DWEUWJ� PLAN VIEW 7 E ���0, �� SLAB 4.7G PROPOSED DWELLING FLOOR PLANS \ iO.F.1.7/ F.F.14.7/ 40 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. _ \ I� ATTACHED 2 ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. �� SEE A VARIANCE REQUEST TOWN OF YARMOUTH: TO ALLOW THE TOP OF FOUNDATION TO BE LESS THAN 2' ABOVE THE HIGH POINT LOAMY SAND LOCUS INFORMATION IOYR 3/2 12" JEANNE RUSSO HAGGERTY B DEED BOOK 29181, PAGE 29 PLAN REFERENCE: SAND ASSESSORS MAP: 51 PARCEL: 102.1 ZONING DISTRICT: 4" GRAVEL SETBACKS: FRONT 30' IN 24" MASSACHUSETTS ELEV=8.8 OVERLAY DISTRICT: NOT AN APD 42t- DATE ZONE: C FEMA FLOOD BOH REQ. FINE SAND ZONE X, X -OTHER & AE, EL=11 ADDL PERK INFOMATION 1OYR 7/4 EXISTING LOT SIZE: 57,494± S.F. ELEV=1.5 ' - 111" RELOCATE BARN 122" 1 Z11- 9" 28" 114 121" 1 AA" 10 34" 121 130" 'ICAL) 10 RESERVE< �, oODE[ v >��ry LEACHINGREA 38" 3� v �0 126": ..;RET „ o 144" UND c ELEV=0.0 ELEV=(-1.U) tLtV=U.O ELEV=O.O -NEV'f 12.9 X {� ,` AREA DRA�t`�L A DATE: DATE: DATE: DATE: AR "A TRmTA JANUARY 16, 2013 JANUARY 16, 2013 SEPTEMBER 2, 2015 SEPTEMBER 2, 2015 TEST BY: TEST BY' TEST BY: TEST BY: THE BSC GROUP THE BSC GROUP THE SSC GROUP THE BSC GROUP PRECAST CONCRETE WOODED YARD DRAIN WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: W/BEEHIVE GRATE o AMY VON HONE AMY VON HONE AMY VON HONE AMY VON HONE RIM=11.45 0 r` PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: SUMP 6595 <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR +� KIERAN J. HEALY, PI.S KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS �- �1 i2.5 ` SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: \� 1 1 LT.A.R.L.T.A.R. LTA.R. LT.A.R. '\ 12.7 X 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.Ff. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. \> 6' BENCHMARK 0. STAKE AND NAIL SET BERING EXISTING BARN, ELEVATION 11.52 NAVD-1988 2,500 GALLON SEPTIC TANK CH 10) \� s NOT TO SCALE !TOTES RAISE AT LEAST ONE COVER TO - WITHIN 3" OF FINISHED GRADE. THE \ 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. RISER SHALL BE 18" HDPE PIPE. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 _ CONC. COVER LOADING. \ 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED R - WITHIN 12' OF TANK WALL AND ACCESSIBLE FROM TANK COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. �j f - ---- _; _XISTING }, 2 I 1 \ 10'_0 10" { •�f `_- ' l V C - 1 z ; \ X 12.3 LOCATE to INLET TEE 1n OUTLET TEED 't UNDER COVER W/GAS BAFFLE 'o `. 6• .. - I 6" MINIMUM CROSS-SECTION VIEW PLAN VIEW 3/4" TO 1-1/2" CRUSHED STONE l ,\� UttU UUiJK 11Jv°iJ, t'/iht ''tJ PLAN BOOK 184, PAGE 131 SYSTEM PROFILE NOT TO SCALE 4" SCH. 40 PVC X `k. EL=A S=0 015 TOP FOUNDATION FIRST PIPE LENGTH +4' OF1Gy�^G EL=12.tt EXISTING BUILDING TO BE SET 2 LEVEL \ si FINISH GRADE PVC 11.6 - 11.8 \ $ FIEIODA 41' O S=0.02 32' O S= 0.005 - No. 38039 , \ 11.7 X h >�4F �' LEACHING-fl-11.CHAMBER 0 0 0 0 0 0 0 0 0 0 �o I=B 00000000ao 1=D I=G o0000000ao \ PROPOSED BUILDING SEWER `• I=C 1=E I=F H /L CONTRACTOR TO PROVIDE A MINIMUM SLOPE Of 0.01 FT/FT. 2o T • Lt • 9 -OUTLET 5.1' SEPARATION \ - 2,000 GALLON DISTRIBUTION \ > SEPTIC TANK BOX J t ESTIMATED S.H.G.W. \ MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING N/F \ ROY l`iiLSCHUT PROPOSED GA / \ ry�� �\ TG ' 17 AUNT EDITHS ROAD GENERAL NOTES: GUEST ASSESSORS .SAP 51 \ �FO R AB \ S, PARCEL 08 1. THIS PLAN IN ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL \ \ DEED BOOK 22662, PAGE 201 FACIUTY AS PART OF THE BUILDING PERMIT APPLICATION PACKAGE. PLAN BOOK ,184, PAGE 131 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND \ X 1 i .5 YARMOUTH BOARD OF HEALTH REGULATIONS. )POSEDs \� 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED V N TH- -4 \`P(� LEACHING FACILITY EL -1 D 4., IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. n \2� 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 �A \\ SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL Of 11.5 X \\ LEACHING TRENCH MEETS EACH OF THE FOLLOWING SPECIFICATIONS: EXISTING 3 @: , q DR00M SAS, TO RETAI NI n \ 16.5 X 70' 1 REMAIN W1.ALLS p �\ 100% MUST PASS #4 SIEVE 10% MUST PASS #50 SIEVE \ 0-20% MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE ` 0, 6. EXISTING UTIUTIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT P X 2 GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR 12.1 X EXISTING } \ c Opp\ ^:a, l \�0- 0 SHALL VERIFY THE SIZE, LOCATION AND ELEVAl10N OF INVERTS OF UTILITIES AND STRUCTURES, \F 1) PROPOSED GARAGE .i) DRI\!E� \ ' SFYT1�CAL K WITHIN 11iE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE Zs GUEST _. DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER \ HOUSE \ ®, \ X 11.6 IMMEDIATELY. TO BE \ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED \RELOCATED 111.5 \ CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL � •\ Ny�ti \ COMPLETE THE PROPOSED .WORK WITHOUT ANY INIERUPTIONS IN SERVICE. ED GARAGE / \ 8. CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 9 \\ \ t2S \ (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 1 9. THIS SYSTEM 1S NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF \ ,L GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). _2let- N f' \ voy DISTRIBUTION BOX DETAIL (H---20) \ -f" NOT TO SCALE REMOVABLE \ �\\ COVER CONCRETE \ n 1 f RISER '• - B. \ \ =11.2 \ { +.' (9) 5 DIA. 10 r 4 KNOCKOUTS 7 \ )�'. 11 1 I � tO . O O O 30' I I 18 DIA. r COVER 0 BO4202.v"L �* I S6' MINIMUM o X2 G F 1 i. 6/ 3/4- TO 1 -1/2 - SECTION -1/2- / S CTION VIEW CRUSHED STONE DWEUWJ� PLAN VIEW 7 E ���0, �� SLAB 4.7G PROPOSED DWELLING FLOOR PLANS \ iO.F.1.7/ F.F.14.7/ 40 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. _ \ I� ATTACHED 2 ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. �� SEE 28 VARIANCE REQUEST TOWN OF YARMOUTH: TO ALLOW THE TOP OF FOUNDATION TO BE LESS THAN 2' ABOVE THE HIGH POINT IN THE ROAD. EXISTING HIGHPOINT 127. PROPOSED TOF - 13.7 LOCUS INFORMATION CURRENT OWNER: MARK HAGGERTY & JEANNE RUSSO HAGGERTY TITLE REFERENCE: DEED BOOK 29181, PAGE 29 PLAN REFERENCE: 649/71 ASSESSORS MAP: 51 PARCEL: 102.1 ZONING DISTRICT: RS -40 SETBACKS: FRONT 30' IN SIDE 20' MASSACHUSETTS REAR 20' OVERLAY DISTRICT: NOT AN APD NITROGEN SENSITIVE DATE ZONE: NOT A ZONE 11 FEMA FLOOD BOH REQ. ZONE DISTRICT' ZONE X, X -OTHER & AE, EL=11 ADDL PERK INFOMATION DATED 7/16/14 PANEL #250000587 J EXISTING LOT SIZE: 57,494± S.F. MINIMUM LOT SIZE: 40,000 S.F. \ I� X 1 3. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL. \ i►� ' h` 4. FILL ALL UNUSED KNOCKOUTS %1TH MORTAR. \ X 11.5 nX 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE DESIGN CALCULATIONS SCHEDULE OF ELEVATIONS 500 GALLON CONCRETE LEACHING CHAMBER %H--20) DESIGN FLCLW NOT TO SCALE 10 BEDROOMS IN MAIN HOUSE (2 OVER GARAGE) TOP OF FOUNDATION '3.70 A c OBSERVATION LOAM AND SEED 10 BEDROOMS ® 110 GPD/BEDROOM = 1,100 GPD 4" INVERT AT BUILDING 10_93 B 5" DIA. KNOCKOUT (TYP.) U PORT ALL DISTURBED AREAS 4" INVERT AT SEPTIC TANK (IN) 10.11 C 1-1/2' GAPER N CONIC. RISER REQUIRED SEPTIC TANK 4" INVERT AT SEPTIC TANK (OUT) 9.86 D - 2" LAYER OF 1/8" To 1,100 GPD X 200% = 2,200 GALLONS " MM CIO C] O OO 1:3 1=1 T'� p (1 0 ED ED : ` STONE ABOVE WASHED USE 2,500 GALLON SEPTIC TANK 4 INVERT AT DIST. BOX {IN) 8.93 E . BOX (OUT) 8.76 F no 00 000 CICI oo O O Q Q Q of PIPE SIZE 4" INVERT AT DIST OF R QVIRED LEACHING FACILITY OCI CICI ClME=) CIC1 CIC] nava C1 O 71 Cl M � M M CI CI CI CI CI C] CI CI CI N W o O CI C] CI 3/a" TO 1-1 /2" DESIGN PERC. RATE: <2 MIN/INCH ELEVATIONS AT LEACHING FACILITY: CIC] CICI CICICI C1 C7 OD 1 W DOUBLE LONG TERM ADPL. RATE: 0.74 GPD/SF OF PIPE 1,100 GPD - 0.74 GPD/SF = 1,487 SF 4" INV. AT LEACHING CHAMBERS 8.60 G BREAKOUT 9.4 8'-6' .SIZE OF LEACHING FACILITY PROVIDED BOTTOM OF LEACHING CHAMBERS 6.60 H 6_6„ 1s'-6" USE (fi) 500 GALLON CONCRETE CHAMBERS W/4 FT. STONE MEAN HIGH WATER 1.50 J FRONT VIEW SIDE VIEW BOTTOM OF TEST PIT #1 0.00 NOTES SIDEWALL AREA = 2(70' + 16.5') X 2 = 346 S.F. 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED 70 FINISH GRADE. BOTTOM AREA = 70' X 16.5' = 1.155 S.F. 1,501 S.F. 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWEU, MANUFACTURED BY SHOREY OR APPROVED EQUAL 1,501 S.F. X 0.74 GPD/S.F. = 1,110 GPD 3. GEOTEXTILE FABRIC MAY BE USED IN UEU OF DOUBLE WASHED STONE. 1,110 GPD PROVIDED > 1,100 GPD DESIGN (10 GPD RESERVE) e� 28 N LOC US LOCUS MAP NOT TO SCALE Vitt OfMg6.yG BRIAN G. o YERGATIAN CIVIL 9 No. 46206 c c FSSIONALE�G BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEWAGE DISPOSAL SYSTEM DESIGN 12 JESSIE'S LANE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNT -Y) SITE PLAN APRIL 30, 2013 RFYISIONR- NO. DATE DESC. 1 5-31-13 BOH REQ. 2 1-25-16 ADDL PERK INFOMATION 3 7-7-16 REV. SEPTIC FLOW 4 8-10-16 RELOCATE BARN Yarmouth Hee th Dep_-rtment PPR kT-Ii} l`` / ` vim'/�� sante Date G PREPARED FOR: MARK HAGGERTY 85 COLTS CROSSING CANTON, MA 02021 MARK HAGS 7 2 ®YAH OO. C O M . M BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group. Inc. SCALE: 1" = 20' 0 10 20 40 rm FILE: P-\pry'\49WW\Civil\-Drawings\49605-03-SP dwg DWG. NO: 6086-09 SHEET 1 OF 1 JOB. NO: 4-9605.03 SOIL. TEST NOT TO SCALE TEST PIT 1-1 GRD. EL 10.8 err u,cu r_w 1.5 28 fL PIT DATA TEST PIT 1-2 TEST PIT 1-3 TEST PIT 1-4 GRD . EL 11.0 GRD. EL 11.6 GRD. EL 12.0 FCT wrH rW_ 1.5 EST. HIGH GW. 1.5 EST. HIGH GW. 1.5 ICAT;ENT .AR 16"i Ti i �S AND E E T 11BERS :DDED 0 '� xt�O� vao 5 2" 9" 28 114" 121* 1 AA* 10" 34" 121" 130" ' I CAC) lo" RESf7tVE LEACHING ODE . AREA 38 l ,boy 20'x75' �.��5ru' 0b \ S 6 �6. 126"138" p 144" ��� ' IND ELEV=0.0 _ ELEV=(-1.0) tLty=u.o EL_v= N_1, 12.9 R qN; , r. AREA URAHN AU- f DATE: DATE: DATE: DATE: AR r A IRRICAI JANUARY 16, 2013 JANUARY 16, 2013 SEPTEMBER 2, 2015 SEPTEMBER 21-2015 1 TEST BY: TEST BY. TEST BY. TEST BY: PRECAST CONCRETE THE BSC GROUP THE BSC GROUP THE BSC GROUP THE BSC GROUP V;D„DED YARD DRAIN WITNESSED BY. WITNESSED BY: WITNESSED Br WITNESSED BY. W/BEEHIVE GRATE 0 AMY VON HONE AMY VON HONE AMY VON HONE AMY VON HONE RIM=11.45 0 ( PERC. RATE: PERC. RATE: PERC. RATE- PERC. RATE: SUMP 95 <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR 1 2.4 Ii KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: � 1 1 _ LT.A.R. L.T.A.R. LT.A.R. LT.A.R. '\ 12.7 X 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.Fr. 0.74 G.P.O./SQ.FT. 0.74 G.P.D./SQ.FT. Iv 11, BENCHMARK STAKE AND NAIL SET BEHING EXISTING BARN, ELEVATION 11.52 NAVD-1988 2,500 GALLON SEPTIC TANK (H -10j NOT.TO SCALE N4IES RAISE AT LEAST ONE COVER TO - \ WITHIN 3' OF FINISHED GRADE THE \ \ 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. RISER SHALL BE 18" HDPE PIPE. \\\ 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 \ �` LOADING. CONK. COVER 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION �\ SHALL BE WATERTIGHT 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED � F WITHIN 1Y OF TANK WALL AND ACCESSIBLE FROM TANK �. \ COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. m t�----- 10'-0' ----_' 6._4. I \ 125 EXiSTiNG Y X 12.3 411 to f 6* MINIMUM CROSS-SECTION VIEW PLAN VIEW 3/4' TO 1-1/2 % CRUSHED STONE PROPOSED DWELLING FLOOR PLANS SEE ATTACHED !� VARIANCE REQUEST ! TOWN OF YARMOUTH: TO ALLOW THE TOP OF FOUNDATION TO BE LESS THAN 2' ABOVE THE HIGH POINT DESIGN CALCULATIONS IN THE ROAD. EXISTING HIGHPOINT 12.7. PROPOSED TOF = 13.7 o�slcN F LOCUS INFORMATION - low 10 BEDROOMS IN MAIN HOUSE (2 OVER GARAGE) CURRENT OWNER:" MARK HAGGERTY & 10 BEDROOMS @ 110 GPD/BEDROOM = 1,100 GPD JEANNE RUSSO HAGGERTY TITLE 'REFERENCE: DEED BOOK 29181, PAGE 29 REQUIRED SEPTIC TANK PLAN REFERENCE: 649/71 1,100 GPD X 200% = 2,200 GALLONS ASSESSORS MAP: 51 USE 2,500 GALLON SEPTIC TANK PARCEL• 102.1 SIZE OF REQUIRED LEACHING FACILITY ZONING DISTRICT: RS -40 SETBACKS: FRONT 30' DESIGN PERC. RATE: <2 MIN/INCH SIDE 20' LONG TERM APPL. RATE: 0.74 GPD/SF REAR 20' 1,100 GPD -- 0.74 GPD/SF = 1,487 SF OVERLAY DISTRICT: NOT AN APD SIZE OF LEACHING FACILITY PROVIDED NITROGEN SENSITIVE ZONE' NOT A ZONE 11 USE (8) 500 GALLON CONCRETE CHAMBERS W/4 FT. STONE FEMA FLOOD SIDEWALL AREA = 2(70' + 16.5') X 2 = 346 S.F. ZONE DISTRICT' ZONE X, X -OTHER & AE, EL= 11 BOTTOM AREA = 70' X 16.5' = 1.155 S.F. DATED 7/16/14 PANEL #250000587 J 1,501 S.F. EXISTING LOT SIZE: 57,494± S.F. 1,501 S.F. X 0.74 GPD/S.F. = 1,110 GPD MINIMUM LOT SIZE: 40,000 S.F. 1,110 GPD PROVIDED > 1,100 GPD DESIGN (10 GPD RESERVE) UttU 13iJUIS I1J`JV, rtiht 'tJ PIAN BOOK 184, PAGE 1,31 SYSTEM PROFILE NOT TO SCALE 4' SCH. 40 PVC L=621 FL X 1k TOP FOUNDATION S=0.015 FIRST PIPE LENGTH TO BE SET LEVEL +_,tN 0P M4 EL= 12.11 EXI TNG BUILDING FOR MIN. 2' SEW12. O S=0.09FINISH GRADE \ g CRAIOA �w 41' O S=0.02 4' SCH. 40 PVC 11.6 - 11.8 o 32' O S= 0.005 11.7 X x 44rs11�° S' } LEACHING CHAMBER I �, <� 0000000000 �oUW 1=9 00000nooco 1=D I=G 000cc0000c PROPOSED BUILDING SEWER /p I=C I=E I=F H CONTRACTOR TO PROVIDE A IG[ MINIMUM SLOPE OF 0.01 FT/FT..yp (�' Si -••. 9 -OUTLET 5.1' SEPARATION 10, , � 2,000 GALLON DISTRIBUTION J SEPTIC TANK BOX J vo ESTIMATED S.H.G.W. f34IE: MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING N/r EXISTING .500 ROY WILSCHUT PROPOSED GARAGE G+►u.+DtS'SEPTIC #17 AUNT EDITHS ROAD GENERAL NOTES: GUEST HOUSE �\ TANK TO REMAIN ASSESSORS`fp,P 51 BASEMEN' SLAB \S. PARCEL 98 1. THIS PLAN 1N ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL F. FLOOR 13.1f _ \ DEED BOOK 22662, PAGE 201 FACILITY AS PART OF THE BUILDING PERMIT APPLICATION PACKAGE. \ �O� PLAN BOOK `184, PAGE 131 2, ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND r'� \ X i1.5 YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED )POSED TH- -4 \ F LEACHING FACILITY. 4 WELL EL=l 0 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 1p \� 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS z \� SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 pt SIEVE SHALL BE PERFORMED ON A REPRESEIJTAl1VE SAMPLE OF FILL UP TO 45% BY WEIGHT ®' •_ MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL EDGE OF 11.5 X \ TRENCH MEETS EACH OF THE FOLLOWING SPECIFICATIONS: EXISTING 3 : \ 185'X70' BEDROOM SAS: TO R ETAI N 1. \ TING",'ACLS 100% MUST PASS #4 SIEVE ti 10% MUST PASS #50 SIEVE 0-20% MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT 2 \ GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR \\ \ �.fl. SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, 12.1 EXISTING o OFA r'N \ S Z PROPOSED �c 2` GARAGE i) DRIVE \ 2.500 CAL WITHIN THE OMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE � cP SEPTIC. TANK GUEST 1 i.7 R GARA DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER L & X �C._® s• HOUSE IMMEDIATELY. TO BE ®, \ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED \,RELOCATED 11.5 \ CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS IN SERVICE. \ 'L GARAGE / \ 8. CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 125 \ (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF sL GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). 2 \ tio5 DISTRIBUTION BOX DETAIL (H-2QI NOT TO SCALE REMOVABLE 1 o \ 4- X11 \ CONCRETE RISER 8* TH=11.2 1 \ \ ,/ 4' �.' (9) 5" DIA \O KNOCKOUTS I 0 \ 30' 000 I I 18' DIA. COVER I x. \ \ f �O�BOTO0 SEELBSBLA6' MINIMUM O X 4 1 .6 3/4' TO 1-1/2* 1 \\ / SECTION VIEW CRUSHED STONE \ �� , DWaLieG PLAN VIEW \ I EM SLAB 7 NOTES �' T.O.F. 13.7/ F'F'14.7/ 1. DISTRIBUTION BOX TO WITHSTAVD H-20 LOADING. 0 2 ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 00 1 3. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL '\a\,'♦ + }� 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. X 1 1.5 \ \' I rLO�jrX �,r 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. SCHEDULE OF ELEVATIONS 500 GALLON CONCRETE LEACHING -CHAMBER (H -20I NOT TO SCALE TOP OF FOUNDATION 13.70 Ao OBSERVATION LOAM AND SEED U PORT ALL DISTURBED AREAS 4" INVERT AT BUILDING 10.93 6 5* DIA. KNOCKOUT (TYP.) 4" INVERT AT SEPTIC TANK (IN) 10.11 C 1-1/2" TAPER N coNC. RISER 4" INVERT AT SEPTIC TANK (OUT) 9.86 D 2 Do BLUE WASHED ME=) pp 17-16M pp pp i ' 1 , � 0 p p f STONE ABOVE CROWN 4" INVERT AT DIST. BOX (IN) 8.93 E pp pp ppp pp pp �, OF PIPE p p p p p 4" INVERT AT DIST. BOX (OUT) 8.76 F pp pp ppp pp pp n, r - pp pp ppp op pp INtto, 0 0 0 o p DODUBLE WASHED ELEVATIONS AT LEACHING FACILITY: po pp ppp pp pp i W STONE TO CROWN OF PIPE 4" INV. AT LEACHING CHAMBERS 8.60 G BREAKOUT 9.4 s-6. BOTTOM OF LEACHING CHAMBERS 6.60 H 8'-6* 16•-6' MEAN HIGH WATER 1.50 J FRONT VIEW SIDE VIEW BOTTOM OF TEST PIT #1 0.00NOTE 5 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE 2 CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELI, MANUFACTURED BY SHOREY OR APPROVED EQUAL 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE 28 fL P OG . Q� t y �, LOCUS LOCUS MAP NOT TO SCALE StA OF 4%. 10"1_. BRIAN G. a YERGATIAN CIVIL •9 No -46206 C Q 90,r PQrSTt:QQ. aFP �SS�ONALE�G\ - � z ; .. SEWAGE DISPOSAL a 'i 12 JESSIE'S LANE yto LOCATE 7 0 0 (BARNSTABLE COUNTY) INLET TEE N OUTLET TEE APRIL 30, 2013 NO. UNDER COVER W/GAS BAFFLE DESC. 1 5-31-13 BOH REQ. 2 I \ 125 EXiSTiNG Y X 12.3 411 to f 6* MINIMUM CROSS-SECTION VIEW PLAN VIEW 3/4' TO 1-1/2 % CRUSHED STONE PROPOSED DWELLING FLOOR PLANS SEE ATTACHED !� VARIANCE REQUEST ! TOWN OF YARMOUTH: TO ALLOW THE TOP OF FOUNDATION TO BE LESS THAN 2' ABOVE THE HIGH POINT DESIGN CALCULATIONS IN THE ROAD. EXISTING HIGHPOINT 12.7. PROPOSED TOF = 13.7 o�slcN F LOCUS INFORMATION - low 10 BEDROOMS IN MAIN HOUSE (2 OVER GARAGE) CURRENT OWNER:" MARK HAGGERTY & 10 BEDROOMS @ 110 GPD/BEDROOM = 1,100 GPD JEANNE RUSSO HAGGERTY TITLE 'REFERENCE: DEED BOOK 29181, PAGE 29 REQUIRED SEPTIC TANK PLAN REFERENCE: 649/71 1,100 GPD X 200% = 2,200 GALLONS ASSESSORS MAP: 51 USE 2,500 GALLON SEPTIC TANK PARCEL• 102.1 SIZE OF REQUIRED LEACHING FACILITY ZONING DISTRICT: RS -40 SETBACKS: FRONT 30' DESIGN PERC. RATE: <2 MIN/INCH SIDE 20' LONG TERM APPL. RATE: 0.74 GPD/SF REAR 20' 1,100 GPD -- 0.74 GPD/SF = 1,487 SF OVERLAY DISTRICT: NOT AN APD SIZE OF LEACHING FACILITY PROVIDED NITROGEN SENSITIVE ZONE' NOT A ZONE 11 USE (8) 500 GALLON CONCRETE CHAMBERS W/4 FT. STONE FEMA FLOOD SIDEWALL AREA = 2(70' + 16.5') X 2 = 346 S.F. ZONE DISTRICT' ZONE X, X -OTHER & AE, EL= 11 BOTTOM AREA = 70' X 16.5' = 1.155 S.F. DATED 7/16/14 PANEL #250000587 J 1,501 S.F. EXISTING LOT SIZE: 57,494± S.F. 1,501 S.F. X 0.74 GPD/S.F. = 1,110 GPD MINIMUM LOT SIZE: 40,000 S.F. 1,110 GPD PROVIDED > 1,100 GPD DESIGN (10 GPD RESERVE) UttU 13iJUIS I1J`JV, rtiht 'tJ PIAN BOOK 184, PAGE 1,31 SYSTEM PROFILE NOT TO SCALE 4' SCH. 40 PVC L=621 FL X 1k TOP FOUNDATION S=0.015 FIRST PIPE LENGTH TO BE SET LEVEL +_,tN 0P M4 EL= 12.11 EXI TNG BUILDING FOR MIN. 2' SEW12. O S=0.09FINISH GRADE \ g CRAIOA �w 41' O S=0.02 4' SCH. 40 PVC 11.6 - 11.8 o 32' O S= 0.005 11.7 X x 44rs11�° S' } LEACHING CHAMBER I �, <� 0000000000 �oUW 1=9 00000nooco 1=D I=G 000cc0000c PROPOSED BUILDING SEWER /p I=C I=E I=F H CONTRACTOR TO PROVIDE A IG[ MINIMUM SLOPE OF 0.01 FT/FT..yp (�' Si -••. 9 -OUTLET 5.1' SEPARATION 10, , � 2,000 GALLON DISTRIBUTION J SEPTIC TANK BOX J vo ESTIMATED S.H.G.W. f34IE: MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING N/r EXISTING .500 ROY WILSCHUT PROPOSED GARAGE G+►u.+DtS'SEPTIC #17 AUNT EDITHS ROAD GENERAL NOTES: GUEST HOUSE �\ TANK TO REMAIN ASSESSORS`fp,P 51 BASEMEN' SLAB \S. PARCEL 98 1. THIS PLAN 1N ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL F. FLOOR 13.1f _ \ DEED BOOK 22662, PAGE 201 FACILITY AS PART OF THE BUILDING PERMIT APPLICATION PACKAGE. \ �O� PLAN BOOK `184, PAGE 131 2, ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND r'� \ X i1.5 YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED )POSED TH- -4 \ F LEACHING FACILITY. 4 WELL EL=l 0 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 1p \� 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS z \� SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 pt SIEVE SHALL BE PERFORMED ON A REPRESEIJTAl1VE SAMPLE OF FILL UP TO 45% BY WEIGHT ®' •_ MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL EDGE OF 11.5 X \ TRENCH MEETS EACH OF THE FOLLOWING SPECIFICATIONS: EXISTING 3 : \ 185'X70' BEDROOM SAS: TO R ETAI N 1. \ TING",'ACLS 100% MUST PASS #4 SIEVE ti 10% MUST PASS #50 SIEVE 0-20% MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT 2 \ GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR \\ \ �.fl. SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, 12.1 EXISTING o OFA r'N \ S Z PROPOSED �c 2` GARAGE i) DRIVE \ 2.500 CAL WITHIN THE OMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE � cP SEPTIC. TANK GUEST 1 i.7 R GARA DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER L & X �C._® s• HOUSE IMMEDIATELY. TO BE ®, \ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED \,RELOCATED 11.5 \ CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS IN SERVICE. \ 'L GARAGE / \ 8. CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 125 \ (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF sL GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). 2 \ tio5 DISTRIBUTION BOX DETAIL (H-2QI NOT TO SCALE REMOVABLE 1 o \ 4- X11 \ CONCRETE RISER 8* TH=11.2 1 \ \ ,/ 4' �.' (9) 5" DIA \O KNOCKOUTS I 0 \ 30' 000 I I 18' DIA. COVER I x. \ \ f �O�BOTO0 SEELBSBLA6' MINIMUM O X 4 1 .6 3/4' TO 1-1/2* 1 \\ / SECTION VIEW CRUSHED STONE \ �� , DWaLieG PLAN VIEW \ I EM SLAB 7 NOTES �' T.O.F. 13.7/ F'F'14.7/ 1. DISTRIBUTION BOX TO WITHSTAVD H-20 LOADING. 0 2 ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 00 1 3. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL '\a\,'♦ + }� 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. X 1 1.5 \ \' I rLO�jrX �,r 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. SCHEDULE OF ELEVATIONS 500 GALLON CONCRETE LEACHING -CHAMBER (H -20I NOT TO SCALE TOP OF FOUNDATION 13.70 Ao OBSERVATION LOAM AND SEED U PORT ALL DISTURBED AREAS 4" INVERT AT BUILDING 10.93 6 5* DIA. KNOCKOUT (TYP.) 4" INVERT AT SEPTIC TANK (IN) 10.11 C 1-1/2" TAPER N coNC. RISER 4" INVERT AT SEPTIC TANK (OUT) 9.86 D 2 Do BLUE WASHED ME=) pp 17-16M pp pp i ' 1 , � 0 p p f STONE ABOVE CROWN 4" INVERT AT DIST. BOX (IN) 8.93 E pp pp ppp pp pp �, OF PIPE p p p p p 4" INVERT AT DIST. BOX (OUT) 8.76 F pp pp ppp pp pp n, r - pp pp ppp op pp INtto, 0 0 0 o p DODUBLE WASHED ELEVATIONS AT LEACHING FACILITY: po pp ppp pp pp i W STONE TO CROWN OF PIPE 4" INV. AT LEACHING CHAMBERS 8.60 G BREAKOUT 9.4 s-6. BOTTOM OF LEACHING CHAMBERS 6.60 H 8'-6* 16•-6' MEAN HIGH WATER 1.50 J FRONT VIEW SIDE VIEW BOTTOM OF TEST PIT #1 0.00NOTE 5 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE 2 CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELI, MANUFACTURED BY SHOREY OR APPROVED EQUAL 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE 28 fL P OG . Q� t y �, LOCUS LOCUS MAP NOT TO SCALE StA OF 4%. `tfpyG BRIAN G. a YERGATIAN CIVIL •9 No -46206 C Q 90,r PQrSTt:QQ. aFP �SS�ONALE�G\ - BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEWAGE DISPOSAL SYSTEM DESIGN 12 JESSIE'S LANE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN APRIL 30, 2013 NO. DATE DESC. 1 5-31-13 BOH REQ. 2 1-25-16 ADDL PERK INFOMATION 3 7-7-16 REV. SEPTIC FLOW 4 8-10-16 RELOCATE BARN Yarmouth Health Department PP YE D 1 ^1e Date PREPARED FOR: MARK HAGGERTY 85 COLTS CROSSING CANTON, MA 02021 MARK HAGS 72®YAH O O. CO M .s 1_ BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group, Inc. SCALE: 1" = 20' TIMMEMMMOMMMOW 0 10 20 40 Fw FILE: P.\pFI'\4960500\CIvil\-Dmwings\49605-03-SP.dwg DWG. NO: 6086-09 SHEET -1 OF 1 JOB.. NO: 4-9605.03 SOIL TEST NOT TO SCALE PIT DATA I Ai Es !A\`,ENTAL AR `v I T H 0 TEST GRD. FST_ HIGH PIT 1-1 EL 10.8 GW. 1.5 TEST PIT 1-2 TEST PIT 1-3 TEST PIT 1-4 GRD. EL 11.0 GRD. EL 11.6 GRD. EL 12.0 EST. HIGH GW. 1.5 EST. HIGH GW. 1.5 EST. HIGH GW. 1.5 •�S ia.`;D EET 4BERS =ODED �Q � 9" 28" 114" 121" 14e 'ICAC) ion RESERVE < C0D1 LEACHNG AREA a 20' 38 x75 2Rt3l. U� OS \ 126" �6H3 '_ IRT 144" c � 1IND ELEV=0.0 ELEV=(-T.U) tixv=v.o ELEV=0.0 Nt`r�? 12.9 X TTY') ltd+�T.i AREA DRAtw ff' DATE: DATE: DATE: DATE: AREA IRRlC« JANUARY 16, 2013 JANUARY 16, 2013 SEPTEMBER 2, 2015 SEPTEMBER 2, 2015 TEST BY: TEST BY- TEST BY: TEST BY: PRECAST CONCRETE THE BSC GROUP THE BSC GROUP THE BSC GROUP THE BSC GROUP WOODED YARD DRAIN WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: W/BEEHIVE GRATE 0 - AMY VON HONE AMY VON HONE AMY VON HONE AMY VON HONE RIM=11.45 0 n 00 PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: s MP 695 <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH to SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR f ti KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS �. -� 12. SOIL CLASS- SOIL CLASS: SOIL CLASS: SOIL CLASS: 1 1 1 1 L„ T.A.R. LT.A.R. L„TA.R. LT.A.R. 12.7 X 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. BENCHMARK STAKE AND NAIL SET BERING EXISTING BARN, ELEVATION 11.52 NAVD-1988 2,500 GALLON SEPTIC TANK (H-10) NOT TO SCALE 0 IES RAISE AT LEAST ONE COVER TO - NO WITHIN 3" OF FINISHED GRADE THE \ 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. RISER SHALL BE 18" HDPE PIPE. \ �\ 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING. CONC. COVER 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. \ IN 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED\, F WITHIN tY OF TANK WALL AND ACCESSIBLE FROM TANK kik. COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. I 1 10'-O" V MINIMUM CROSS-SECTION VIEW PLAN VIEW 3/4" TO 1 -1/2 - CRUSHED STONE PROPOSED DWELLING FLOOR PLANS_ O CID i A LOAMY SAND mw 3/2 12 e IN THE ROAD. EXISTING HiGHPOINT 12.7. PROPOSED TOF = 13.7 LOAMY SAND INFORMATION CURRENT OWNER: 10YR 4/6 4" INVERT AT SEPTIC TANK (IN) JEANNE RUSSO HAGGERTY 4" GRAVEL DEED BOOK 29181, PAGE 29 PLAN REFERENCE: io Qw 24" ELEV=8.8 LOCATE 1 =i a w ZONING DISTRICT: 42" SETBACKS: FRONT 30' C SIDE 20' 4" INVERT AT DIST. BOX (OUT) FINE SAND OVERLAY DISTRICT: NOT AN APD 10YR 7/4 NO. ZONE: ELEV=1.5 = 111" 5-31-13 ZONE DISTRICT: 122" - . DATED 7/16/14 PANEL #250000587 J EXISTING LOT SIZE: 9" 28" 114" 121" 14e 'ICAC) ion RESERVE < C0D1 LEACHNG AREA a 20' 38 x75 2Rt3l. U� OS \ 126" �6H3 '_ IRT 144" c � 1IND ELEV=0.0 ELEV=(-T.U) tixv=v.o ELEV=0.0 Nt`r�? 12.9 X TTY') ltd+�T.i AREA DRAtw ff' DATE: DATE: DATE: DATE: AREA IRRlC« JANUARY 16, 2013 JANUARY 16, 2013 SEPTEMBER 2, 2015 SEPTEMBER 2, 2015 TEST BY: TEST BY- TEST BY: TEST BY: PRECAST CONCRETE THE BSC GROUP THE BSC GROUP THE BSC GROUP THE BSC GROUP WOODED YARD DRAIN WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: W/BEEHIVE GRATE 0 - AMY VON HONE AMY VON HONE AMY VON HONE AMY VON HONE RIM=11.45 0 n 00 PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: s MP 695 <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH to SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR f ti KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS �. -� 12. SOIL CLASS- SOIL CLASS: SOIL CLASS: SOIL CLASS: 1 1 1 1 L„ T.A.R. LT.A.R. L„TA.R. LT.A.R. 12.7 X 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. BENCHMARK STAKE AND NAIL SET BERING EXISTING BARN, ELEVATION 11.52 NAVD-1988 2,500 GALLON SEPTIC TANK (H-10) NOT TO SCALE 0 IES RAISE AT LEAST ONE COVER TO - NO WITHIN 3" OF FINISHED GRADE THE \ 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. RISER SHALL BE 18" HDPE PIPE. \ �\ 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING. CONC. COVER 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. \ IN 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED\, F WITHIN tY OF TANK WALL AND ACCESSIBLE FROM TANK kik. COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. I 1 10'-O" V MINIMUM CROSS-SECTION VIEW PLAN VIEW 3/4" TO 1 -1/2 - CRUSHED STONE PROPOSED DWELLING FLOOR PLANS_ O CID i niS T iNG X 12.5 SHED '✓ X 12..3 1 ✓ SEE ATTACHED TOP OF FOUNDATION VARIANCE REQUEST 10" _ IN THE ROAD. EXISTING HiGHPOINT 12.7. PROPOSED TOF = 13.7 LOCUS INFORMATION CURRENT OWNER: MARK HAGGERTY do 4" INVERT AT SEPTIC TANK (IN) JEANNE RUSSO HAGGERTY TITLE REFERENCE: DEED BOOK 29181, PAGE 29 PLAN REFERENCE: io Qw ASSESSORS MAP: 51 LOCATE 1 =i a w ZONING DISTRICT: INLET TEE 'n CUTLET TEE SETBACKS: FRONT 30' UNDER COVER W/GAS BAFFLE SIDE 20' 4" INVERT AT DIST. BOX (OUT) REAR 20' OVERLAY DISTRICT: NOT AN APD niS T iNG X 12.5 SHED '✓ X 12..3 1 ✓ SEE ATTACHED TOP OF FOUNDATION VARIANCE REQUEST TOWN OF YARMOUTH: TO ALLOW THE TOP OF FOUNDATION TO BE LESS THAN 2' ABOVE THE HIGH POINT IN THE ROAD. EXISTING HiGHPOINT 12.7. PROPOSED TOF = 13.7 LOCUS INFORMATION CURRENT OWNER: MARK HAGGERTY do 4" INVERT AT SEPTIC TANK (IN) JEANNE RUSSO HAGGERTY TITLE REFERENCE: DEED BOOK 29181, PAGE 29 PLAN REFERENCE: 649/71 ASSESSORS MAP: 51 PARCEL: 102.1 ZONING DISTRICT: RS -40 SETBACKS: FRONT 30' 12 JESSIE'S LANE SIDE 20' 4" INVERT AT DIST. BOX (OUT) REAR 20' OVERLAY DISTRICT: NOT AN APD NITROGEN SENSITIVE NO. ZONE: NOT A ZONE II FEMA FLOOD 5-31-13 ZONE DISTRICT: ZONE X. X -OTHER & AE, EL=11 - . DATED 7/16/14 PANEL #250000587 J EXISTING LOT SIZE: 57,494± S.F. MINIMUM LOT SIZE: 40,000 S.F. I I U'�tU bUUN I /JFi`U, I -AUL 4J PLAN BOOK 184, PAGE 131 SYSTEM PROFILE 4" SCH. 40 PVC NOT TO SCALE L=621 FT. 1 X �a 5=0.015 TOP FOUNDATION FIRST PIPE LENGTH EL=1211 EX�R 2' G BUILDING TO BE SET LEVEL FOR MIN. W 12' O S=0.09 4" SCH. 40 PVC FINISH GRADE \ • i. 41' O S=0.02 11.6- 11.8 8 A � 32' O S= 0.005 - \ 1 1 .7 X LEACHING CHAMBER a o o c o 0 0 0 0 0 0 Ell, 9 I=8 o o C3 C3 C3 o 0 I=D 1=G c o CM C3 C3 o o D PROPOSED BUILDING SEWER 1=C I=E I=F H CONTRACTOR TO PROVIDE A Gf 21`L MINIMUM SLOPE OF 0.01 FT/Fr. 20 f w y y 9-OU7LET 5.1' SEPARATION \ - /012-0 D 2.000 GALLON DISTRIBUTION 1, SEPTIC TANK BOX J tJ ESTIMATED S.H.G.W. N4IE: : MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING N/ F EXISTM ROY WILSCHUT \ ryPROPOSED GW.GE�ti ' 17 AUNT EDI IpsoAD GENERAL NOTES: 11 GUEST HOUSE/� �\ TANK TO REMAIN ASSESSORS MfAP 51 BAMFEME ORSLLm#a 03^' \ �S`. PARCEL 98 1. THIS PLAN 1N ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL \ DEED BOOK 22662, PAGE 20.1 FACILITY AS PART OF THE BUILDING PERMIT APPLICATION PACKAGE. PLAN BOOK 184, PAGE 131 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND X 11.5 YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED ION WELL LEACHING FACILITY. EL=1 0 �a 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG 1SSPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS \� SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL J�' \ SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT ® OF MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL 11.5 X \ EDGE LEACHING TRENCH MEETS EACH OF THE FOLLOWING SPECIFICATIONS: E�ppMSAS TO R ETAI N I J ® \ 18.5' X 70• / REMAIN t 4",'ACLS\ 100% MUST PASS #4 SIEVE 10% MUST PASS #50 SIEVE / \fr0-20% MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT P .2 \ r , \`9� GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR 12.1 X EXISTING`\ o OP WN WN \\�' Sj PROPOS SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, L \ \! -' - \ WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE F i DI E� cP SEM TANK \ GUEST X 1 1.7 J�F_R SARA C _® s- DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTI GARAGE 2.500 CAL FY THE ENGINEER �\ HOUSE ® 1 \ X 's 1.6 IMMEDIATELY. TO BE \ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED \ RELOCATED X 11.5 \ CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL con \ COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS IN SERVICE. \ _'Ok- GARAGE / \ 8. CONTRACTOR 15 REQUIRED TO NOTIFY OIGSAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 12'5 \ (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF sL GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). \ � - -2 DISTRIBUTION BOX DETAIL (H \ \ \ \\ '!f• NOT TO SCALE REMOVABLE \ \ \ COVER / 12o \ h X 1 1< CONCRETE r \ RISER • 8" \F \\ =11.2 \ I r. (9) 5' DIA. \ 14 KNOCKOUTS x 11 2 \ ' 000 O 18' DIA. N '� 'f +^r I I COVER / BOTTOM ON LEVEL \ 0 X 12.4 O� STABLE BASE 3 MINIMUM ���. 1 1.6 / 3/4' TO 1-1/2- SECTION -1/2',SECTION VIEW - CRUSHED STONE PDWELL PLAN VIEW gyp• \ ' T.O.F. 13.7/ NOTE NOTES: F.F.14.7/ L DISTRIBUTION BOX 70 WITHSTAND H-20 LOADING ♦� 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. �0z,, } 1 S. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL \ Fj� + 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 11.8 Rei, . 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE X 11.5 DESIGN CALCULATIONS SCHEDULE OF ELEVATIONS 5C DESIGN FLQV�` NOT TO SCALE 10 BEDROOMS IN MAIN HOUSE (2 OVER GARAGE) TOP OF FOUNDATION 13.70 A 10 BEDROOMS ® 110 GPD/BEDROOM = 1,100 GPD 4" INVERT AT BUILDING 10.93 B Lacus 4" INVERT AT SEPTIC TANK (IN) 10.11 C SQUIRED SEPTIC TANK 4" INVERT AT SEPTIC TANK (OUT) 9.86 D 1,100 GPD X 200% = 2,200 GALLONS 4" INVERT AT DIST. BOX IN ( ) 8.93 E USE 2,500 GALLON SEPTIC TANK SEWAGE DISPOSAL SYSTEM DESIGN 12 JESSIE'S LANE IN 4" INVERT AT DIST. BOX (OUT) 8.76 F SIZE OF REQUIRED LEACHING FACILITY APRIL 30, 2013 NO. DATE DESIGN PERC. RATE: <2 MIN/INCH ELEVATIONS AT LEACHING FACILITY: 5-31-13 r�naanL LONG TERM APPL. RATE: 0.74 GPD/SF - . ADDL PERK INFOMATION 3 1,100 GPD _ 0.74 GPD/SF = 1,487 SF 4" INV. AT LEACHING CHAMBERS 8.60 G BREAKOUT 9.4 SIZE OF LEACHING FACILITY PROVIDED BOTTOM OF LEACHING CHAMBERS 6.60 H MEAN HIGH WATER 1.50 J USE (8) 500 GALLON CONCRETE CHAMBERS W/4 FT. STONE Yarmouth health Dep;!rtr.:ent BOTTOM OF TEST PIT #1 0.00 PREPARED FOR - SIDEWALL AREA = 2(70' + 16.5') X 2 = 346 S.F. 85 COLTS CROSSING CANTON, MA 02021 MARKHAGS72®YAHOO.COM BOTTOM AREA = 70' X 16.5' = 1.155 S.F. 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 1,501 S.F. © 2016 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 rm 1,501 S.F. X 0.74 GPD/S.F. = 1,110 GPD DWG. NO: 6086-09 SHEEP 1 OF 1 JOB. N0: 4-9605.03 1,110 GPD PROVIDED > 1,100 GPD DESIGN (10 GPD RESERVE) OBSERVATION LOAM AND SEED U PORT ALL DISTURBED AREAS NOTES: 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE r ink ����� Q N � Lacus ASF LOCUS MAP NOT TO SCALE OF ��cyG oA��tN .F BRIAN U. og YERGATIAN *, CIVIL .0 9 No. 46206 Q 90,r ep1STEQ•�. `a�4, FSS�ONAL ENG. BRIAN G. YERGATIAN DATE Irl SEWAGE DISPOSAL SYSTEM DESIGN 12 JESSIE'S LANE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN APRIL 30, 2013 NO. DATE DESC. 1 5-31-13 r�naanL 2 - . ADDL PERK INFOMATION 3 1 7-7-16 REV. SEPTIC FLOW 4 8-10-16 RELOCATE BARN Yarmouth health Dep;!rtr.:ent ar.?e Bate PREPARED FOR - MARK HAGGERTY 85 COLTS CROSSING CANTON, MA 02021 MARKHAGS72®YAHOO.COM ;9 ljSC GPOUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 rm FILE: P.\pq'\4960500\CNil\-Drawings\49605-03-SP.dwg DWG. NO: 6086-09 SHEEP 1 OF 1 JOB. N0: 4-9605.03 .• w �- NOTES: 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE V. �P ink ����� Q N � Lacus ASF LOCUS MAP NOT TO SCALE OF ��cyG oA��tN .F BRIAN U. og YERGATIAN *, CIVIL .0 9 No. 46206 Q 90,r ep1STEQ•�. `a�4, FSS�ONAL ENG. BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER SEWAGE DISPOSAL SYSTEM DESIGN 12 JESSIE'S LANE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN APRIL 30, 2013 NO. DATE DESC. 1 5-31-13 BOH REQ. 2 1-25-16 ADDL PERK INFOMATION 3 1 7-7-16 REV. SEPTIC FLOW 4 8-10-16 RELOCATE BARN Yarmouth health Dep;!rtr.:ent ar.?e Bate PREPARED FOR - MARK HAGGERTY 85 COLTS CROSSING CANTON, MA 02021 MARKHAGS72®YAHOO.COM ;9 ljSC GPOUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 rm FILE: P.\pq'\4960500\CNil\-Drawings\49605-03-SP.dwg DWG. NO: 6086-09 SHEEP 1 OF 1 JOB. N0: 4-9605.03 no C] ( 0 i LAY -ON ROOF 3 PLY Y2" PLYWOOD w/2x6 16" D.G. 2-2x10 P.T. GLUED Q CUT TO HEADER BTM. SHAPE OF EYEBROW B 2xB NAILER FLUSHING WINDOW 16" O.C. 2x10 RAFTERS S•1 6"x6" P.T. 2-2x10 P.T. I6" O.C. P05T TYP. HEADER TYP. 2-2x10 P.T. POST DN. HEADER TYP. TO HDR. 2-200 BRACKETS HEADER T FLUSH P.T. ' �� - -- --- - - 2-2XI0 P.T. CUSTOM WOOD HEADER BTM. I — 1 HEADER TYP. F CEILING il�:1 IlJI 177 f ; 2-1 �4 xll %a° LVL 2xB RAFTERS — — II I I I. HEADER 161, O.G. I II 2x10 RAFTERS POST _DN. — — r 4x4 POST IN WALL 1 DBL. 57 UD FOR WOOD BRACKETPOST I gg - — — — — — — ----- ----------DN.-------- - — — — — — P 2xB COLLAR TIES 16" O.C. I F_- - - - - - - - - - - - REMOVE EXI5TING RAFTERS IN THIS —AREA AREA FOR— — _ PROPOSED DORMER — — 4"x4" LVL POST DN. �- ---- ----------I----------- — —I — — — — FROM RIDGE TOLSTEEL BM. -----_------------------- I 1 — — — — — REUSE EXISTING EXISTING RIDGE ------ 1-I %"x73/A"I RAFTERS BEING REMOVED TO DBL UP ---------------- — — — — — — AT CUPOLA PO I -- STING ROOF -1-1-1 ------ 1-1 " 14" LV FRAMING I %"x6 r," RIDGE BELOW I I I RAFTERS t23" O.C. — — — _ -- --EXISTING RIDGE_I----------- 4 I—.— MX DBL 2x10 3 Q c7 Q -- - -- \--i = — — — — _� I -z r - Z4 -V 2x10 RAFTERS I 1 j I z F N o Ib O.G.c0 X� L u --- ----- ------ - - - -I°IDw DBL 2x10 I- Q o w LU O Lu _- - 0_�Q� PASTING CEILING w D- E JOIST TO REMAIN IN _j I- w w 4"x4" LVL THIS AREA ---------- -----rlz�L---------I- — — — — Q N2 tt1 P05T DN. FROM RIDGE 1 TO STEEL BM. -_._— BELOW USING THE EXISTING RAFTERS FROM THE 1 — — — — — — — — — — — — —------- - --- - ----- -- �— — DORMER SIDE ADD i TO THIS SIDE OPPOSITE OF __II PROPOSED FRAMING - - - - — — TO ATTACH PROPOSED 2xB 04 COLLAR TIES 16" O.C. -------------------------- ------------ ------ --- --- _----___ —I _ — — — — — I EX15TING ROOF ---------- _ \<—FRAMING I 'ya"xb%2n - 117 - I - - - - - - - - - DBL. STUD 1 RAFTERS t23" O.G. PKT. Y— —.— — — — — — — — — — — — K� POST L DN. POST 3/a"xll y4' LVL � DN. HEADER 2x6 I6" D.G. P05T DN. TO HDR. \ / ]EXISTING ROOF I FRAMING iT IN WALL BRACKET DIA BOLTS T THRU TO OUNTERSINK BOLT AND PLUG BRACKET/POST CONNECTION DETAIL SCALE: 1"=1'-0" I 2x8 HIP RAFTER I I CUPOLA FRAMING ROOF FRAMING PLAN 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. GENERAL NOTES it] 'FL, R' "P, L�A' LAN REV.v 11/16/16 ENG NOTES 10/25/16 NO, REVISION DATE COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESES PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. BUILDER: DESIGNER: NORTHSIDE 1. _. DESIGN =-! ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508) 362-2210 (508) 362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: HAGGERTY BARN 12 JESSIES LANE SOUTH YARMOUTH, MA. TITLE : ROOF FRAMING & 1st FLOOR FRAMIN SCALE: 1/4"=1'-0" 0 1 2 4 8