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HomeMy WebLinkAbout2022 Sign off Transmittal - Raise / Move structure TOWN OF YARMOUTH HEALTH DEPARTMENT V� �Iti PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To he completed by Applicant: Building Site Location: t t 5- e, ger • Pr oItyi ed Improvement: 4>5L t 5 -n A�(- V e e.t r Q • (-hod l f, is iI vi t.) . s .con /1) • O_ e,\SrStiOS h c Jd1havA pC,44S- cetcd 1 -c Ow — .� 16)(% U 'ij0 . .Applicant: J L) ► Tel No :_0"611 6 6--6s- Address: i I &z k".A _04 , a)1,-1 -k Date Filed: G/IG (22 **/fyou would like e-mail notification of sign off please provide e-mail address: Owner Name: atc1 0-ct•561(iri_ Owner Address: /qua v V LU ec,(1L4.Qt.J81:640-71n Owner Tel. No.: RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) - JUiV 1 5 2022 Note: Floor plans not required for decks, sheds, windows, roofing; l g; HEALTH DEPT. (3.) If necessary, Title 5 application signed by licensed installer with fee. vie OfREVIEWED BY: / DATE: 3— PLEASE NOTE C�MME S/CON I7'IONS: ‘,411-, 6/46/4-4A) / /6/4.4A i 5i Ie � )�►� 0 1� s c (�evlt-cJ x/2022 �r cCK� -z) /C/voit p C t4 — PO R t1-‘5,,ci 6-t-'• —0 , / PeVt Sc - S 'Lv c3edvoo.v. 1 A-1 Sa 6 W. pcbe (0(Ad{ N�-� c( Re tics-ed ,vatic— i3vr tie cL, wkt-_� 5'-0" I ' I I I BE 2X6 @ 16" O.C. UNLESS I i i 2. ALL INTERIOR WALLS SHALL I I I i DRYERIt 1 r. '' q. It w 0x102 H LTi DEPT. 13'-7" 7'-0" 1 3068 I '-7"' I 7'-6" '-0" 2'-2' 646 j TUBE ii 666 / STEEL I I - r — _-- -- --- — --- - -- - -- -- -- COLUMN PROP. PTOP. 23._5" ., I 8" 4' O i y -1" -5' 3 8 12'-10' PROP. 1 PROP 4' r PROP. i HALL PROP. o �.,... g DINRtNG EA sr3K KITCHEN i I I 2668 6' LINEN M M. BEDROOM 01 DwI 1 I PROP. .PSP. I ISI -- 48' R m LAV BATH I I u TUBE 2668. STEEL COLUIN - - 3 121 ilt M. 9 9 71 6 6j 4 3 21I 1 UP UNDER I14R. 2661: 1 AIR STORAGE M ST to i' TUBE — — — — — — -- I I CLOSET COLUMN I .GAS Q - VENT STEEL _ '' FP COLUMN I I �� SHEENS ,5 4" � 4' -_ PROP. I GAS FP. FAMILY - mN I I . ___ ... PROP. VENTED WLC. +0" THROUGH ROOM CHIMNEY2668 �s oro 2466 _ ._ ......... - _ g l I I PROP. 4' .6 2's' c.. I UTILITIES 28661 FURNACE n W.H VENT / : g TUBE ( I STEEL COLUMN PROP. -FP \ ! LIVING PROP. fW 646 646 ! 1 ROOM STUDY 3'-0'—In--44"--*--4 6"--�--4 6" o I 19'-0' /7'-9' PROP_ - COVERED I a PORCH TUBE STEEL m COLUMNS. o m I � M - M e; �_-- - I : _ • . _ _ RECEIVED 646 646 3•-6" -0» 3-6 AJr 0 g 20% 147 _0. HEALTH DEPT. _ I M - - - w ±5R 0N. CL ----------- 1ST ---- 1ST FLOOR PLAN Issued for Construction: GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS i DRYERIt 1 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 —23'-5- -2" THE ATTENTION OF THE DESIGNER. REVISIONS 5 6 " NO. ---- — i ]DAECOPYRIGHT THESE PLANS ARE NOT TO BE REPROCHANGED OR COPIED IN ANY FORM I OBTAINING THE EXPRESS WRITTEN � WASH i n I - -( o I PROP. PROP. LAUNDRY GARAGE O � N O I M ri0 6a qD 11MUD �t rig G� r�ROOM't•� 1 I N ! — — i 1p 13'-7" 7'-0" 1 3068 I '-7"' I 7'-6" '-0" 2'-2' 646 j TUBE ii 666 / STEEL I I - r — _-- -- --- — --- - -- - -- -- -- COLUMN PROP. PTOP. 23._5" ., I 8" 4' O i y -1" -5' 3 8 12'-10' PROP. 1 PROP 4' r PROP. i HALL PROP. o �.,... g DINRtNG EA sr3K KITCHEN i I I 2668 6' LINEN M M. BEDROOM 01 DwI 1 I PROP. .PSP. I ISI -- 48' R m LAV BATH I I u TUBE 2668. STEEL COLUIN - - 3 121 ilt M. 9 9 71 6 6j 4 3 21I 1 UP UNDER I14R. 2661: 1 AIR STORAGE M ST to i' TUBE — — — — — — -- I I CLOSET COLUMN I .GAS Q - VENT STEEL _ '' FP COLUMN I I �� SHEENS ,5 4" � 4' -_ PROP. I GAS FP. FAMILY - mN I I . ___ ... PROP. VENTED WLC. +0" THROUGH ROOM CHIMNEY2668 �s oro 2466 _ ._ ......... - _ g l I I PROP. 4' .6 2's' c.. I UTILITIES 28661 FURNACE n W.H VENT / : g TUBE ( I STEEL COLUMN PROP. -FP \ ! LIVING PROP. fW 646 646 ! 1 ROOM STUDY 3'-0'—In--44"--*--4 6"--�--4 6" o I 19'-0' /7'-9' PROP_ - COVERED I a PORCH TUBE STEEL m COLUMNS. o m I � M - M e; �_-- - I : _ • . _ _ RECEIVED 646 646 3•-6" -0» 3-6 AJr 0 g 20% 147 _0. HEALTH DEPT. _ I M - - - w ±5R 0N. CL ----------- 1ST ---- 1ST FLOOR PLAN Issued for Construction: GENERAL NOTES 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. REVISIONS NO. REVISION ]DAECOPYRIGHT THESE PLANS ARE NOT TO BE REPROCHANGED OR COPIED IN ANY FORM MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES PROP.f ri0 6a qD 11MUD �t rig G� r�ROOM't•� 1 �� 13'-7" 7'-0" 1 3068 I '-7"' I 7'-6" '-0" 2'-2' 646 j TUBE ii 666 / STEEL I I - r — _-- -- --- — --- - -- - -- -- -- COLUMN PROP. PTOP. 23._5" ., I 8" 4' O i y -1" -5' 3 8 12'-10' PROP. 1 PROP 4' r PROP. i HALL PROP. o �.,... g DINRtNG EA sr3K KITCHEN i I I 2668 6' LINEN M M. BEDROOM 01 DwI 1 I PROP. .PSP. I ISI -- 48' R m LAV BATH I I u TUBE 2668. STEEL COLUIN - - 3 121 ilt M. 9 9 71 6 6j 4 3 21I 1 UP UNDER I14R. 2661: 1 AIR STORAGE M ST to i' TUBE — — — — — — -- I I CLOSET COLUMN I .GAS Q - VENT STEEL _ '' FP COLUMN I I �� SHEENS ,5 4" � 4' -_ PROP. I GAS FP. FAMILY - mN I I . ___ ... PROP. VENTED WLC. +0" THROUGH ROOM CHIMNEY2668 �s oro 2466 _ ._ ......... - _ g l I I PROP. 4' .6 2's' c.. I UTILITIES 28661 FURNACE n W.H VENT / : g TUBE ( I STEEL COLUMN PROP. -FP \ ! LIVING PROP. fW 646 646 ! 1 ROOM STUDY 3'-0'—In--44"--*--4 6"--�--4 6" o I 19'-0' /7'-9' PROP_ - COVERED I a PORCH TUBE STEEL m COLUMNS. o m I � M - M e; �_-- - I : _ • . _ _ RECEIVED 646 646 3•-6" -0» 3-6 AJr 0 g 20% 147 _0. HEALTH DEPT. _ I M - - - w ±5R 0N. CL ----------- 1ST ---- 1ST FLOOR PLAN Issued for Construction: GENERAL NOTES 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. REVISIONS NO. REVISION ]DAECOPYRIGHT THESE PLANS ARE NOT TO BE REPROCHANGED OR COPIED IN ANY FORM MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET s YARMOUTHPORT' MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@[om[ast.net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT : PROPOSED GAUGHRAN RESIDENCE 115 RIVER STREET S. YARMOUTH, MA. l 1 FLOORFIRST PLAN SCALE: 1/4"=11-0" 0 1 2 4 8 sir PROJECT #: SHEET 20-15 A,1 DATE: OF 9/3/21 13 -O'. _O. SCALE: 1/4"=1'-0" TVV 310 TW2 310 TW2. 10 T1M112 310 -- -- ---- SHEET Ao2 OF 13 DATE: 9/3/21 WSW -- — M. BEDROOM 1'-0" R0. 6'-614" R.O. 6'-6r 1 c N x 4'KW m� iul 4KW O M a '2666... � I -PORCH N ROOF `o ' ;.Y PROP. 7:12CA I N-6"t5'-7"co GAME ROOM 10I ------�� �� ----- I 1111------ R.O. 6'-614" -_ R.O. 6'-674" I / 7:12 I 3:12 -6" V-5" t5' -O" EXISTG PORCH ROOF BELOW t1s'—D" EXIST'G N i PROP. ATH #3 3_12 IT 11 2668 m f { STACK V 2 3 4 5� DN 14R i 6:12 OPEN1 RAIL GAS FP VENT TO CHIMNEY 2668 e' 10! 2 is 14 PROR HALL V-1 PROP. BEDROOM #7 SHELVES -7" PORCH ROOF BELOW I6:12CLI �nzl al I o PROP. °v 4 CL1 I 1 BEDRM, #5 o 12168 I II 4" INEN N o 0 13 N I I PROP. I U II 6 BATH 6:12 ° #4 n N a s LIN. ' x: ..... PROP. 2468 BATH Io # o ROOF I I ry d I BELOW IK —,J) i .I 8" 14'_0" _ �I r II PROP. o, it a BEDROOM #6 CLQ 116:12 t31'-0" EXISTING 5 2ND FLOOR PLAN I.q-qi >,Pri fnr (.nn-qf ri it -finn - Q/ -q/71 GENERAL NOTES 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. REVISIONS NO. REVISION DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES 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 ®O� STRUCTURAL ENGINEER: TAY LO R DESIGN LLC STAMP: PROJECT : PROPOSED GAUGHRAN RESIDENCE 115 RIVER STREET S. YARMOUTH, MA. SECONDNw FLOOR PLAN LL SCALE: 1/4"=1'-0" 0 1 2 4 8 m N 0 t SHEET Ao2 OF 13 DATE: 9/3/21 w PROP. M. BEDROOM N lo #2 2'6" C.O. N LL01F O M a '2666... -PORCH N1� ROOF `o ' ;.Y SII 7:12CA I N-6"t5'-7"co it ! I R.O. 6'-614" -_ R.O. 6'-674" -6" V-5" 2'=OD -S""-- PROP- I8" I PROP. BEDROOM � � HALL #3 z � II 3:12 i t f I h u, I PROP, 4' M. BATH #21 -7 3:12 LINEN — PROP. I� W.1.C. j' I I - PROP. HALL M 'N I I zeas 6" t5' -O" EXISTG PORCH ROOF BELOW t1s'—D" EXIST'G N i PROP. ATH #3 3_12 IT 11 2668 m f { STACK V 2 3 4 5� DN 14R i 6:12 OPEN1 RAIL GAS FP VENT TO CHIMNEY 2668 e' 10! 2 is 14 PROR HALL V-1 PROP. BEDROOM #7 SHELVES -7" PORCH ROOF BELOW I6:12CLI �nzl al I o PROP. °v 4 CL1 I 1 BEDRM, #5 o 12168 I II 4" INEN N o 0 13 N I I PROP. I U II 6 BATH 6:12 ° #4 n N a s LIN. ' x: ..... PROP. 2468 BATH Io # o ROOF I I ry d I BELOW IK —,J) i .I 8" 14'_0" _ �I r II PROP. o, it a BEDROOM #6 CLQ 116:12 t31'-0" EXISTING 5 2ND FLOOR PLAN I.q-qi >,Pri fnr (.nn-qf ri it -finn - Q/ -q/71 GENERAL NOTES 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. REVISIONS NO. REVISION DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES 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 ®O� STRUCTURAL ENGINEER: TAY LO R DESIGN LLC STAMP: PROJECT : PROPOSED GAUGHRAN RESIDENCE 115 RIVER STREET S. YARMOUTH, MA. SECONDNw FLOOR PLAN LL SCALE: 1/4"=1'-0" 0 1 2 4 8 m N 0 t SHEET Ao2 OF 13 DATE: 9/3/21 w PROP. M. BEDROOM N lo #2 �! N LL01F O p a -PORCH N1� ROOF `o ' SII 4" BELOW N-6"t5'-7"co ! R.O. 6'-614" -_ R.O. 6'-674" t5' -O" EXISTG PORCH ROOF BELOW t1s'—D" EXIST'G N i PROP. ATH #3 3_12 IT 11 2668 m f { STACK V 2 3 4 5� DN 14R i 6:12 OPEN1 RAIL GAS FP VENT TO CHIMNEY 2668 e' 10! 2 is 14 PROR HALL V-1 PROP. BEDROOM #7 SHELVES -7" PORCH ROOF BELOW I6:12CLI �nzl al I o PROP. °v 4 CL1 I 1 BEDRM, #5 o 12168 I II 4" INEN N o 0 13 N I I PROP. I U II 6 BATH 6:12 ° #4 n N a s LIN. ' x: ..... PROP. 2468 BATH Io # o ROOF I I ry d I BELOW IK —,J) i .I 8" 14'_0" _ �I r II PROP. o, it a BEDROOM #6 CLQ 116:12 t31'-0" EXISTING 5 2ND FLOOR PLAN I.q-qi >,Pri fnr (.nn-qf ri it -finn - Q/ -q/71 GENERAL NOTES 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. REVISIONS NO. REVISION DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES 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 ®O� STRUCTURAL ENGINEER: TAY LO R DESIGN LLC STAMP: PROJECT : PROPOSED GAUGHRAN RESIDENCE 115 RIVER STREET S. YARMOUTH, MA. SECONDNw FLOOR PLAN LL SCALE: 1/4"=1'-0" 0 1 2 4 8 PROJECT #: 20-15 SHEET Ao2 OF 13 DATE: 9/3/21 NOTE: THIS IS A SITE PLAN SURVEY AND NOT A PROPERTY LINE SURVEY BY THIS OFFICE. q T /cT7% ,1 G,gRq FFO 9.4 ....;.;9:3 7.5' 11 10.1 BENCH MARK --TOP OF CONC, "BOUND DOWN 3"= 9.72 NAVD88 (26'.-5" OFF WATER GATE FOR #117, 7--6' OFF GATE FOR g115A) w� Y • 10.0 Fkz ' T CALL DIG SAFE AND WATER DEPARTMENT TO LOCATE UTILITIES. LOCATIONS SHOWN ARE INCOMPLETE. SYSTEM B (HOUSE 115) Invert 8.79 Invert 8.38 20 --ADS ARC 36HC CHAMBERS gn63 ron Use Gas Baffle invert 7.11 II Effluent Filter 6" cover Proposed Top Units.=7.53 0 Filter Cloth Proposed S=3/16"/ft 3" Max. 1500 Gah�nspection Port I Septic Tank _'T�0.75" Invert 7.?8 i Invert 7,10 6.2 I I 6" Stone or c mpact Proposed Proposed ( 4.7 Bottom REDUCE GRADES SLIGHTLY ON l ' 1 1 ' I ' 1 X69' --I I N I-�,--f HI h Ground Water=1,5 NAVD88 NORTH HALF OF LEACHING 15 }- 8 -� ' 1 I ' '- ' 0.45' Provided < Locus Is within N 300' of Bass River 10.4 - N0 N N /F Observed Water=1.05 r/Sq Fk/S Ekshea e� MCCARTHY ::.•. cgRq Fc :: 12 1� MAXIMUM. FEASIBLE COMPLIANCE APPROVALS. REQUESTED: 9 Shay` / 10.3 1. VARY PUMP CHAMBER TO LOT LINE BY 2.5'. q a6 :.: •: o :• o x 310 CMR 15.211 (1). " 1o.:i'Fk / 2. NO RESERVE AREA COULD IS PROVIDED. 310 CMR 1c.248, 7 ' Cry flS Shac. ` 3, VARY DOVER BY 3" OVER SEPTIC TANK B. 310 CMR 15.228 ('1). i 10, 6 / 9.9 - -- -- - iulu ��10.3.4 / 96 _.. _- 1s.5 10.3 ,��2 ` 1 // 9.9 �09 10.1 0.o NOTE: IT I5 BELIEVE! B�` OWNER`S .THAT SYSTEM C 5" �0 10.7 / 10 f'` SERVES 5 BEDROOM :SYSTEM E 1S BELIEVED 'TO i SLEEVE WITHIN I / Clean-out 10.6/ SERVE 3 BEDROOMS, KITCHEN AND LAUNDRY. `. 10' OF WATER 7 / 9;g .�� .: ll1 3 .10.1 / / 10.60 `� 9.8 1/1 C h the i7 Fk, s' :., r''•p'3 Ek/j I 8� , X0,5 1 �°•(jl l' hed.' .e y0 1A10 102 /._. :.... . 9.7 ;; •::::.:. S X0.5 ``� 7 /' :.:..;v '�Q 9,9 1 js 10.3 Yl . �// ( 0a3 1 I50 1 10,5 /71 x9.9;:" 02 iP2 9.8 DIRT 0.1 m ; i / 10.46 9,8 PILE 29,27 0±S;1 \G L �} P��rr" / 0$/ 9.9 / \ >~9.9 w\ `\G �` /N •� 0.3` 113 0.3 ti ®. u 9.9 0 09 t TH9, �6)'3 0 v`'� 10.55 i wQ �C10.2 p / . 8 lo.a / / 10.30 10.2 \^� / 0 / / 9, \W 11 11 ® • \ o 7 JOB NO; Y16-27 NOTES Home.dwg W4.I/O FB' 32/25 SB 14/20 w S 1. LOCUS IS A.M. 431 PARCEL 1. �. 2• ELEVATIONS SHOWN ARE, NAVD88 BASED UPON NAVD AND VERTCON. 3. LOCUS IS IN FLOOD ,ZONE AE (EL. 11) ON FIRM DATED JULY 16, 2014• 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT: (UNLESS NOTED) Uj 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14", 8. IF TWO OR MORE LINES, WATER TEST D -BOX .FOR. EQUAL FLOW C� D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT'TO COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING SCALE 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS p1FFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDID IS CALLED FOR BELOW, .FILL MATERIAL FOR' 5' AROUND AND. UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE QF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. Q 9.9 A layer 10yr 3/3 TEST HOLE DATE: November 2, 2016 16'> loamy sand PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Philip Renaud, Inspector B layer10yr 5/8 QERC RATE: 2'+/inch (C layer) loamy sand SOIL SURVEY(1"993): Carver coarse sand 25" 7 8 GEOLOGIC MAP(1986): Harwich, eGtwash plain deposits SYSTEM C (HOUSE 115) 42" 09 C layer 10yr 6/6 Invert 8.52 loamy med. sand Extst. Cast iron Invert 8.05 33 --ADS ARC 36HC CHAMBERS Use nos Baffle 106" - - - - - - - 1.05 ,-, Effluent Filter Invert 7.14 cover Proposed Invert 8.30 1500 Gal. Proposed Septic Tank 6" Stone or c6rnpact Props 5'+- 20' --7 TOTAL DESIGN DATA BEDROOMS: 11 GARBAGE GRINDERS: No REQUIRED CAPACITY: 1210 GPD SEPTIC TANKS: 450.0 GAL. EFFECTIVE LEACHING AREA: 1752 SF 4.80 SF/LF X 5/UNIT=24 5F/UNIT 73 UNITS X 24 SF/UNIT=1752 SF(EFFECTIVE) DESIGN CAPACITY: 1296 GPD [(1752 SF) X .74 GPD/SFI PUMP CHAMBER STORAGE CAPACITY: 330 GAL. DOSES PER DAY: 5 =- Inspection Port -----------0,75" T 31 Invert 7.10 6.2 ad Proposed 4.7 Bottom 72'--� I r--4'` Hi'h Ground ater=1.5 NAVD88 4' 0.45' Provided CD Locus is within 300' of Bass River TOTAL LEACH AREA A(3 9EDRCDMS)-20 ARC 36 HC UNITS IN W-9" BY 5O' BY 10.7V' .LEACH AREA= -355 GPD B(3 BEDROOMS) -20 ARC 36 HC UNITS IN V 9" BY 50' BY 10.75" LEACH AREA* -355 GPD C(5 BEDROOMS) -33 ARC 36 HC UNITS IN 8'-8" BY 55' BY 10.76" LEACH AREA=586 GPD LEACHING FOOTPRINT SYSTEM A(HOUSE 115A) c / �� `\�10�3 y\c; los / L4� / �Q 04 11 105 l �.! i P tie �I-W 7 . ` J 10.34 //••••� [,/..�/ uOQ• Y=om f %rte Invert 5.84 N /F 510,45 / 10.07 [` Invert 6.17 Proposed GINBERG Uae Gas eter os Existing PVC Effluent Filter 20 ADS ARC 36HC 0.45 / 'Cr 0.5 � see detain Invert 7.12 CHAMBERS `d° lo.ao / 9.2 BENCH MARK --TOP FLAGGED MAG. Proposed Top Units=7.53 NAIL IN SKIRT= 10.45 NAVD88 / 18" cover 0 Filter Cloth / (%) ( Prop. Mono S=1 8" ft. ��_�1�/ 3'" Max. / I 1500/500 gal. / / InspeCtlOn Port / - I Invert 6•os saptic Tank/ MI MONOLITHIC 500 GALLON 9,6 I Proposal P. Chamber Sanitary -------- .10.75" H-10 PUMP CHAMBER / 9.a lnBoftd 5 Tee I W WATERPROOFING / 4.7 6" Stone or .compact Invert 7.27 Invert 7.10 I -6'2 SECURED COVER TO GRADE ®10.09 / '3S 4b . Bottom 1' Proposed Proposed 1 4.7 DRILL 3/8 WEEP/vEN HOLE QUIgk Disconnect/ ®/9.93 4 i i i I I Recommend Floats re- neon 13 _ _J 1_- 83' --1 I fv I-1 -( High Ground Water --1.5 NAVD88 pigeeabie from tope 2 PVC 1 I I I I 1 I. 1 0.45' Provided CD Locus is within BENCH' MARK --TAG BOLT OF 300 of Bass River Alar rrl 29" Observed Water --1.05 On 25 Check Valve HYDRANT z= 12.75 NAVD88 0ff 171' el. 3.26 P R C !vrj 6" STONE UNDER ALARM &PUMP NOTES THIS PLAN IS A VALID COPY ONLY IF IT BEARS SITE PLAN 1.51 Bottom MAKE FACTORY WATER -PROOF AN 0 AL RED STA AND SIGNATURE. L ALARM TO BE WIRED $Y ELECTRICIAN ON c SEPARATE CIRCUIT FROM PUMP, FOR HEALTH DEPTT, 2. ELECTRICAL WORK TO BE INSPECTED BY BUOYANCY CALC'S-MONOLITHIC SEPTIC TANK/PUMP CHAMBER 3. WRING INSPECTOR. ALARM TO BE LOCATED IN HOUSE. SAAH i t. HQRNE 8 DAVID S. ROBBMS LEGER0�ZH Of MqS 4SH OF MASS WEIGHT OF EMPTY CHAMBER AND AVERAGE 18" COVER 4. PUMP TO BE CAPABLE OF PASSING, 2s�`4 icy �s�� qcy TH 1 TEST HOLE LOCATION, NUMBER 1-1/4" SOLIDS AND INSTALLED IN STRICT �° RONALD �m �° RONALD 115 & 115A RIVER STREET SOUTH YARMOUTH MA -W- WATER LINE MARKINGS CHAMBER= 11.44 TON (PER ACME-SHOREY) . CONFORMANCE WITH MANUFACTURER'S JAMES m JAMES N j ' ' 18 COVER= 1.5 X. 6.83 X 12.83 X 0.055 TON/CU. FT. SPECIFicATIoNs. CADILLAC CADILLAC E- OVERHEAD ELECTRIC WIRES (IF SHOWN) 18" COVER=7.23 TON 5. USE .MEYER SRM4, 4/10 HP PUMP, OR P #1DSD o �,0#3577s�� DECEMBER 5, 2016 SCALE; 1 "=20' G- GAS LINE MARKINGS TOTAL= 11.44 TON + 7.23 TON, = 18:67 TON EQUIVALENT. ``aJSTER` tq EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) WEIGHT OF WATEIR--HIGH GROUNI)WATER DOWN 6. TO PROVIDE FOR EASY AND SAFE s Np y . 9.5 x 10.5 MAINTENANCE OF PUMP: gNiTAAII` '�f� � suRVE 6�- EXISTING CONTOUR (0) X 6.83' X 12.83' X 0.0312 TON/CU. FT.-PROVIDE2" PVC WEIGHT WATER= 0.0 TON LINE AT TOP RUMP CHAMBER $O PUMP DONALD J. CADILLAC, PLS, RS, P.C. ._g---- PROPOSED CONTOUR TANK AND 18" COVER ARE HEAVIER BY 18.7 TON. CAN BE REMOVE NDFL FROM TOP OF TANK, RECOMMEND FLOATS BE ATTACHED TO 2" PROFESSIONAL LAND 'S'URVEYOR $c REGISTERED SANITARIAN 0 UTILITY POLE (IF SHOWN) OUTsE CHASO MBEROATs CAN BE ADJUSTED i 91 EXISTING DRAINAGE CATCH BASIN P.O. BOX X58 WEST YARMQUTH, MA 82673 X - FENCE (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT APPROVAL DATE (506) 775-9700 f X13 TREE (IF SHOWN, NOT ALL SHOWN) C 2016 BY R.J. CADILLAC • AGE 1 1 QUANTITY BOTANICAL NAME CQI"tMQN N,4I'1E SIZE ROOT 5 ®®..� _f3W ST ce LOCUS INFORMATION g STAGE LOCUS. ISLAND CURRENT OWNER: BARRYGAUGHRAN OVERLAY DISTRICT: NONE HELEN GAUGHRAN t NITROGEN SENSITIVE I CORNUS FLORIDA FLOWERING DOGWOOD I, x 4" 2" CALLIPER I TITLE REFERENCE:: DEED BOOK 30352, PAGE 318 ZONE. NOT A ZONE II PLAN REFERENCE: PLAN BOOK $5, PAGE 89, F-2FEMA FLOOD BASS RIVER ZONE DISTRICT- —5001 00589 1 PANEL 5/1 4 z PIAN BOOK 49, PAGE 135 uvr'� �2J o PARCEL: 1 C-�- ASSESSORS MAP: 43 MINIMUM LOT SIZE: 40,000 S.F ASSESSORS AUG p 4 2022 EXISTING LOT SIZE:: 29,275± S.F. ZONING DISTRICT- RS -40 HEALTH DEPT. EXISTING LOT COVERAGE: 4,447/29,275=15.2% pR NANTUCKET SOUND SETBACKSFRONT 30' SIDE 20' PROPOSED LOT COVERAGE, 5,3172/29,275=18.1 REAR 5 NIF STEPHEN A, MOSCA 20, I LOCUS MAPI CERTIFY TO THE 109E RIVER STREET NOT TO SCALE PROFESSIONAL KNOWLEDGE, ST OF MY ASSESSORS MAP 42 INFORMATION PARCEL 923 AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE i STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. LEGEND N F NOW OR FORMERLY 11A X SPOT ELEVATION E WEALY G.B. '8� CATCH BASIN No.46135 NIF DMH 0 DRAINAGE MANHOLE °;�'wfFf LIGHT POLE°�nL 109A RIVER STREET UP • ~�1O !P UTILITY POLE ASSESSORS MAP 43 �, PARCEL 3 o ENfW OVERHEAD ELECTRIC LINE - ELECTRIC \ HANDHOLE —E— UNDERGROUND ELECTRIC KIERRAN J. H DATE 0 MET GAS METER FOR THE BSC GROUP INC. -- � GAS LINE - acs sgs�Attpy. --`. - ,,,�' -- ---- -- - ROBERT E. PERETTI \ eV � - -- _ - _ WATER LINE 18 WILLOW LANE '"t3a0" -- _ — W� ASSESSORS MAP 42 ~` , �"'� WG WATER GATE PARCEL 124 NIF NIF OF JONATHON D. LAWRENCE ~� ' � �� DAVID E. McCARTY TR 117 RIVER STREET GARAGE y 109 RIVER STREET NOTES: r ASSESSORS MAP42 1. THE ELEVATIONS DEPICTER ON THIS PLAN ARE ON PARCEL 149 � � ASSESSORS MAP 43 EXISTING PARCEL 2 RIVER 3BEDROC}Ni r;� --.. � NAVD 88 DATUM. 115 STREET OF ! DWELLING G TOP GF CHAMBERS x.53 ` 2. THE PURPOSE OF THIS PLAN 1S TO PERMIT RAISING SHED ~ '~� FF=9.1BARN 8H r PROPOSED CRAWL hta THE EXISTING MAIN DWELLING, AND ADDITIONS, TO AND ° GARAGE -- C LEVA77ON 10.0 CID BE ABOVE THE CURRENT FLOOD ZONE. 1STREET I f r'yf SHED 88 0 0 h0 P 3. THE PROPOSED MAIN DWELLING IS TO BE o J Qyi ROPC?S£D CONSTRUCTED WITH THE NEW TOP OF FOUNDATION NEW FL( NG AT ELEVATION 12.1' MIN. NAVD 88). 1N DOGWOOD 6V7777 85..* ,a / TZ' y S.F. OF MITIGATION r X SHED 4., THE EXISTING 36" TREE IN THE FRONT YARD HAS UT M4 �,` ',k / BEEN DAMAGED AND IS TO BE REPLACED WITH A -- EXISTING r i a� PROPOSED f FLOWERING I ^� ( y 520-* S.F. OF' RNG DOGWOOD AND A 12' DIAMETER OF DWELLING / _f EXISTINMASSACHUSETTS G #197 U177GA77ON BEARBERRY TO ENCOMPASS IT. cfig s CR 5S �n j X103' 2017 s o cps BARNSTA R s A SEPTIC '� X ho ( BLE COUNTY) 5. THE LOCATION OF THE SEPTIC SYSTEM IS BASED 1 / IF1g4� LOCATION 0, ON AS—BUILT INFORMATION ON FILE AT THE l S X9.7 LAWN rs ,�c YARMOUTH � �g � LITH HEALTH DEPARTMENT. 1 l i7 8` EXISTING X1A;1' ,yb J A-"` S BEDROOM CONDITIONS DWELLING ENT PROPOSED', #115 / /j qc�4 �. WG 53�, BARRY GAUG(k� HRAN `r ADD1i7ON ,'..", FF=11:6 j �e f G 11S & 115A STREET RAta EL -10.0F `� ck CH 14, 2022 ASSESSORS MAP 43 �: _ grKN v cif PARCELI©OH f e A X9,8' { ! 36 TREEz`'' PARCEL "B" f/ .q - EXISTING P''r; TO BE RAISED " +; 'fes / 4,62tk%7 d GRASS ' TOP OF PROPOSED AMAGED ' 7jr4 (3 1 PARKING 1 FOUNDA77ON � 72.1 AREA % NEW F.F.F. 13.1 °� gf� %� REVISIONS: X9.6' PROPOS r4f o ! / N0. DATE DESC. EILT PORCH POORCH % 1 •_ 4/15/22 ADDITIONAL PLANTINGS REDUCE PORCH STAIRS X ' / %n 1 2: 8/2/22 BOH NOTES/ ` NO CHANGE /v \ SSI lr X10. "o O i BAR�Tr ' H� N J, f Au#H FREDERICK W. JORDAN LORNA J. ROMANO � \ y \ j N ( °? j EXISTING TREES PREPARED FOR: 121 RIVER STREET 4°�j � F � � \ � �? � ( % TO REMAIN BARRY GAUGHRAN ASSESSORS MAP 42 PARCEL 148. X10.3' k 1440 V.F.W. PARKWAY BOSTON, SAA 02132 / } PROPOSED �, ,�• I" 500.* S.F. OFBSC GROUP _ W710A77ON NOTE: EXISTING SEPTIC' SYSTEMS AND 349 Main Street,Rt, 28, Unit D H NT f l C UTIUTIES MERE SHOWN ON THIS 2� % TA T O BOUND FOUND DRAWING ARE APPROXIMATE. THE W. Y8T1Ti011tll IVCSSS1ClLLISL'L15 BUFFER DISTURBANCE t°. " �e� + ,2: N VD CONTRACTOR SHALL BE RESPONSIBLE 026173 g FOR PROPERLY LOCATING AND op`� R4 j COORDINATING ANY PROPOSED 508 778 8919 / } /J CONSTRUCTION ACTIVITY IMTH DIG RIVERFRONT AREA 19 361 S F �� ✓ f SAFE AND THE APPLICABLE IITIUTf (D 2022 The BSC Gmup, Inc, f 0-100' 0 S.F. tCOMPANY AND MAINTAINING THE Ar ,�° � J EXISTING UTILITY SYSTEM 1N SERVICE: SCALE: 1" = 20' 100'-200' 5921 S.F. 02:1 '#DIO—SAFE SHALL BE NOTIFIED PER O 2.5 5 10 uer�zs J THE STATE OF MASSACHUSETTS (1,2001. S.F. OF MITIGATION) `� STATUTE CHAPTER 82, SECTION 409 O 10 20 AT TEL. 1-800-322-4844. 4O �r Q . THE COASTAL BANK' 1 4= ENGINEER DOES NOT GUARANTEE THEIR ACCURACY' OR THAT ALL PROJ. MGR.: C. FIELD 0-35' 0 S.F. UTILITIES AND SUBSURFACE STRUCTURES FIELD: S. CROWLEY 35,50' 0 S.F. k ARE SHOWN. LOCATIONS OF UNDERGROUND U71UMES TAKEN FROM RECORD PLANS & CALC./DESIGN: K. HEALY 50'-100 44t S.F. VISISLE FIELD MARKINGS. THE CONTRACTOR SHALL VERIFY' SIZE, DRAWN: P. HAGiST LOCATION AND INVERTS OF UTILITIES CHECK: K. HEALY AND STRUCTURES AS REQUIRED PRIOR LANG SUBJECT TO COASTAL STORM FLOWAGE. 1,384 S.F. TO THE START OF CONSTRUCTION, FILE: 9274—EXC.DWG DWG. NO: 5841-03 JOB. NO: 4-9274.03 SHEET 1 OF 1 VACCINIUM ANGUSTIFOLIUM LOWBUSH BLUEBERRY 2'x 2' 1 GAL. POT PACING 3° O,C, E05 ARCT05APHYL05 LVA-UR51 BEARESERRY 1' x 4" 4"POT 2 O ,G_KALMIA AN6U5TIFOLIA SHEEP LAUREL 2' x 2' 4" POT31pCR05A j4' GAROLINA PA5TURE ROSE —;7x 3' I GAL_ POT O.C. _f3W ST ce LOCUS INFORMATION g STAGE LOCUS. ISLAND CURRENT OWNER: BARRYGAUGHRAN OVERLAY DISTRICT: NONE HELEN GAUGHRAN t NITROGEN SENSITIVE I CORNUS FLORIDA FLOWERING DOGWOOD I, x 4" 2" CALLIPER I TITLE REFERENCE:: DEED BOOK 30352, PAGE 318 ZONE. NOT A ZONE II PLAN REFERENCE: PLAN BOOK $5, PAGE 89, F-2FEMA FLOOD BASS RIVER ZONE DISTRICT- —5001 00589 1 PANEL 5/1 4 z PIAN BOOK 49, PAGE 135 uvr'� �2J o PARCEL: 1 C-�- ASSESSORS MAP: 43 MINIMUM LOT SIZE: 40,000 S.F ASSESSORS AUG p 4 2022 EXISTING LOT SIZE:: 29,275± S.F. ZONING DISTRICT- RS -40 HEALTH DEPT. EXISTING LOT COVERAGE: 4,447/29,275=15.2% pR NANTUCKET SOUND SETBACKSFRONT 30' SIDE 20' PROPOSED LOT COVERAGE, 5,3172/29,275=18.1 REAR 5 NIF STEPHEN A, MOSCA 20, I LOCUS MAPI CERTIFY TO THE 109E RIVER STREET NOT TO SCALE PROFESSIONAL KNOWLEDGE, ST OF MY ASSESSORS MAP 42 INFORMATION PARCEL 923 AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE i STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. LEGEND N F NOW OR FORMERLY 11A X SPOT ELEVATION E WEALY G.B. '8� CATCH BASIN No.46135 NIF DMH 0 DRAINAGE MANHOLE °;�'wfFf LIGHT POLE°�nL 109A RIVER STREET UP • ~�1O !P UTILITY POLE ASSESSORS MAP 43 �, PARCEL 3 o ENfW OVERHEAD ELECTRIC LINE - ELECTRIC \ HANDHOLE —E— UNDERGROUND ELECTRIC KIERRAN J. H DATE 0 MET GAS METER FOR THE BSC GROUP INC. -- � GAS LINE - acs sgs�Attpy. --`. - ,,,�' -- ---- -- - ROBERT E. PERETTI \ eV � - -- _ - _ WATER LINE 18 WILLOW LANE '"t3a0" -- _ — W� ASSESSORS MAP 42 ~` , �"'� WG WATER GATE PARCEL 124 NIF NIF OF JONATHON D. LAWRENCE ~� ' � �� DAVID E. McCARTY TR 117 RIVER STREET GARAGE y 109 RIVER STREET NOTES: r ASSESSORS MAP42 1. THE ELEVATIONS DEPICTER ON THIS PLAN ARE ON PARCEL 149 � � ASSESSORS MAP 43 EXISTING PARCEL 2 RIVER 3BEDROC}Ni r;� --.. � NAVD 88 DATUM. 115 STREET OF ! DWELLING G TOP GF CHAMBERS x.53 ` 2. THE PURPOSE OF THIS PLAN 1S TO PERMIT RAISING SHED ~ '~� FF=9.1BARN 8H r PROPOSED CRAWL hta THE EXISTING MAIN DWELLING, AND ADDITIONS, TO AND ° GARAGE -- C LEVA77ON 10.0 CID BE ABOVE THE CURRENT FLOOD ZONE. 1STREET I f r'yf SHED 88 0 0 h0 P 3. THE PROPOSED MAIN DWELLING IS TO BE o J Qyi ROPC?S£D CONSTRUCTED WITH THE NEW TOP OF FOUNDATION NEW FL( NG AT ELEVATION 12.1' MIN. NAVD 88). 1N DOGWOOD 6V7777 85..* ,a / TZ' y S.F. OF MITIGATION r X SHED 4., THE EXISTING 36" TREE IN THE FRONT YARD HAS UT M4 �,` ',k / BEEN DAMAGED AND IS TO BE REPLACED WITH A -- EXISTING r i a� PROPOSED f FLOWERING I ^� ( y 520-* S.F. OF' RNG DOGWOOD AND A 12' DIAMETER OF DWELLING / _f EXISTINMASSACHUSETTS G #197 U177GA77ON BEARBERRY TO ENCOMPASS IT. cfig s CR 5S �n j X103' 2017 s o cps BARNSTA R s A SEPTIC '� X ho ( BLE COUNTY) 5. THE LOCATION OF THE SEPTIC SYSTEM IS BASED 1 / IF1g4� LOCATION 0, ON AS—BUILT INFORMATION ON FILE AT THE l S X9.7 LAWN rs ,�c YARMOUTH � �g � LITH HEALTH DEPARTMENT. 1 l i7 8` EXISTING X1A;1' ,yb J A-"` S BEDROOM CONDITIONS DWELLING ENT PROPOSED', #115 / /j qc�4 �. WG 53�, BARRY GAUG(k� HRAN `r ADD1i7ON ,'..", FF=11:6 j �e f G 11S & 115A STREET RAta EL -10.0F `� ck CH 14, 2022 ASSESSORS MAP 43 �: _ grKN v cif PARCELI©OH f e A X9,8' { ! 36 TREEz`'' PARCEL "B" f/ .q - EXISTING P''r; TO BE RAISED " +; 'fes / 4,62tk%7 d GRASS ' TOP OF PROPOSED AMAGED ' 7jr4 (3 1 PARKING 1 FOUNDA77ON � 72.1 AREA % NEW F.F.F. 13.1 °� gf� %� REVISIONS: X9.6' PROPOS r4f o ! / N0. DATE DESC. EILT PORCH POORCH % 1 •_ 4/15/22 ADDITIONAL PLANTINGS REDUCE PORCH STAIRS X ' / %n 1 2: 8/2/22 BOH NOTES/ ` NO CHANGE /v \ SSI lr X10. "o O i BAR�Tr ' H� N J, f Au#H FREDERICK W. JORDAN LORNA J. ROMANO � \ y \ j N ( °? j EXISTING TREES PREPARED FOR: 121 RIVER STREET 4°�j � F � � \ � �? � ( % TO REMAIN BARRY GAUGHRAN ASSESSORS MAP 42 PARCEL 148. X10.3' k 1440 V.F.W. PARKWAY BOSTON, SAA 02132 / } PROPOSED �, ,�• I" 500.* S.F. OFBSC GROUP _ W710A77ON NOTE: EXISTING SEPTIC' SYSTEMS AND 349 Main Street,Rt, 28, Unit D H NT f l C UTIUTIES MERE SHOWN ON THIS 2� % TA T O BOUND FOUND DRAWING ARE APPROXIMATE. THE W. Y8T1Ti011tll IVCSSS1ClLLISL'L15 BUFFER DISTURBANCE t°. " �e� + ,2: N VD CONTRACTOR SHALL BE RESPONSIBLE 026173 g FOR PROPERLY LOCATING AND op`� R4 j COORDINATING ANY PROPOSED 508 778 8919 / } /J CONSTRUCTION ACTIVITY IMTH DIG RIVERFRONT AREA 19 361 S F �� ✓ f SAFE AND THE APPLICABLE IITIUTf (D 2022 The BSC Gmup, Inc, f 0-100' 0 S.F. tCOMPANY AND MAINTAINING THE Ar ,�° � J EXISTING UTILITY SYSTEM 1N SERVICE: SCALE: 1" = 20' 100'-200' 5921 S.F. 02:1 '#DIO—SAFE SHALL BE NOTIFIED PER O 2.5 5 10 uer�zs J THE STATE OF MASSACHUSETTS (1,2001. S.F. OF MITIGATION) `� STATUTE CHAPTER 82, SECTION 409 O 10 20 AT TEL. 1-800-322-4844. 4O �r Q . THE COASTAL BANK' 1 4= ENGINEER DOES NOT GUARANTEE THEIR ACCURACY' OR THAT ALL PROJ. MGR.: C. FIELD 0-35' 0 S.F. UTILITIES AND SUBSURFACE STRUCTURES FIELD: S. CROWLEY 35,50' 0 S.F. k ARE SHOWN. LOCATIONS OF UNDERGROUND U71UMES TAKEN FROM RECORD PLANS & CALC./DESIGN: K. HEALY 50'-100 44t S.F. VISISLE FIELD MARKINGS. THE CONTRACTOR SHALL VERIFY' SIZE, DRAWN: P. HAGiST LOCATION AND INVERTS OF UTILITIES CHECK: K. HEALY AND STRUCTURES AS REQUIRED PRIOR LANG SUBJECT TO COASTAL STORM FLOWAGE. 1,384 S.F. TO THE START OF CONSTRUCTION, FILE: 9274—EXC.DWG DWG. NO: 5841-03 JOB. NO: 4-9274.03 SHEET 1 OF 1