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HomeMy WebLinkAboutGaughran existing and prelim 9 15 20t 5L�1h� Arc IvGGwr L=TS.T?UTLI IES, LOCA. CALL LG SAFE 1�„ 'R vEP R�V iOTF: THIS is- A SITE PLAN SURVEY AND !Nu A PROPERT- LINE SURVEY BY THIS OFFICE. WAI :I 14 vG- VQ F' G Gc' r j '~kti 4E. - ; .4� /-.-. er/r L li -*, a_SMS.'t° it�a?iS--T.t r �,rWC, I BSdi1 c YkE '"= 9.72 tri!iF?5c• c 1"0 y i r SYSTEM E ( HOUSE 1 t ,1:5} Invert E.72 - �_ 20--ADS ARC 36HC CHAMBERS % b-st. Casi i-f, 5Gf"e I E17Went Filter irreri 7.11 " cavmr / Frapcs=_-d Top units =7,53 5 c_7�4-"/f' / /s �i�er cats �i• F'af�ase> -s Idex. r t� ! -�'DecliM orl Propose j Septic lank !--- ------ 110.75„ / / / 7' I f ! I < 6.2 i I .,ve.i r.'L Inveri 7."<S 6" Stone or CornPoci Proposed Propesea 4 8oticm 8: [ ! 5C3'-= :n,� uyir •.;'racrc `!rc`.er= iiAI�EE NCf,TH, HALF OF LEA••CH-i ,C - a.Ss Prcvted < L= is Vi`^r n F zcc' c. N",/E MCCARTHY iv`AX(11:11)M FEA.SIELE COMEL IANCE kPi�I=rOVA' S REQUESTED: PUNP CHY.k4SEF TO LOT LINE EY 2.5'. IQ.y.Y/'• `� \ ii0 CMR ;5.211 (i). U.: „ - 2. PIC RESERVE ARE COJLO IS FRC4iDE0. 3 O CirIR 15.245. 'f`/ CrV;.7 e 3 r;�i SEP7C ! qv/ iU C',1�. i5.228 :i,. �_ Euc`If lhiTli� 7C' OF WATER ,- �' / s'• „-p 4 4.8 .4 1 �< S -TE -A �1 I L I! : t i l:xa'ri r: I' Pro^. F1cno Ii-DG/c:a [ (nve^. c.0? Propesad 5c.. coy •ic Tcnk/ p;;; �y Chamfer; i Bolton ( 1 }-- 4` 'a Bdfilt F4ar 20 ADS ARC 36HC CHAMBERS Inw_rt 7.72 - Ic ElvE -. E`' OVOW-<S THAT "YSIEI:I C /\mac -CAR !- SYSfF'A e lS BELIEVED TO Vsc"- 0; 0 9ibl / c`2x+_ 3 GRO t6sS; S(: i :'t4u4 i=:PD LAU1dDPv. 29. &4. 7 `yet->ti � :c i � _•�`��... ,N+ I BeiC WARK-_TOP FLAC-GEO iiAG. ! ho,: ;3'F S+CIR 1= ' 0.45 CrT,VDE$-"• i / / ...-_ 3" Max. inspeciton F= / r / htIn. WONOiT-H L IC 500 GALLO{`d �- Sanitary i0.75" H-1G P[.IivP CFttxM6` / �/- Tee --------- Arf/ WATERPROOFING ES / W .6 2 SECURED COVM TO GRADE �7 Invert 7.10 I 1 4.7' Sct.cm f - wuisCk Disconnect/ rT 9.5 ., I�rCPC4ld li i/fBiL 3/Z� ',��'/•: J'i/ L^i: Ur.;Cn f RBGG'nm6nG FVc High GrcvrlL Waiera5.5 h J x 5c p.I�ceaJiP-a- 1' Pewfidmd Locus s rtt.hin r BENCH MARK --TAG BELT OF h m:) ai Boss Rivv- Ale n,429' ��Chc:ek Valve H'YORAN7 = 12.75 h1AVD?$ I� . TH I ii ST HOLE LOCATION, IrUMEER -.-/- WATER LIFE IAARKIt+IGS -E-- 0':+ERhE,4D ELECTRIC WRES (IF SHOWN) -G- GAS UtI E MARKINGS ELEVATIONS ('X' MARKS POINT) SS x 10.5 EXISTING & PROPOSED EXISTING CONTOUR PROPOSED CONTOUR UTILITY POLE (IF SHOWN) ,;_i EXISTiiAG DRAINAGE CATCH SAS!N FENCE (IF SHOJ114, NOT ALL SHOWN) TREE (IF SH.O'rRN, i40T ALL SHOWN) Ob,trve-'VA1ter=1.05 On l 1 F, i.51 6" STGIvE UNDER ALARM &- PUMP NOTES 60ttam 1,4AKE FACTORY WATERPROOF I. ALARM TO BE HIRED BY ELECTRICIAN ak SEPARATE CfRCUIT FROM PUMP, 2. ELECTRICAL WORTS TO BE 'INSPECTED BY BUOYANCY bL 'S-NIONOL!'F'I^ -(EP'i:: TA�t✓�t-I§I i�"`i� --iRi G :NSP«TO'. 3. ALARM TO EE LOCATED IN HOU15E, I/rrIGHT OF EMPTY CHAMBER AN!) .AVE GE 18' COVER 4. PUMP To BE CAPABLE OF PAS�NG 1_!/4'• SOLIDS AND INSTALLED N STRICT CONFORMANCE VhTY. MANUFACTURER'S CHAMBER= 11.44 TON (PER A.CIAE-SH. REY) COVER= 1.5' X 6.83' X 12.83' X 0.055 TON/CU. FT. SPECIFICATIONS. SR'r.!4, 4/10 HP PUMP, Or. ,IS" COVER=7.23 70N 5. USE MEYER EQUIVALENT. TOTAL= 11.44 TON + 7.23 TOM , = 18.6 r TON S. To 0,ROVIDE FOR EASY XND SAFE WEIGHT OF WATER --HIGH GROUN'DwATER DONW: X 0.0312 TON/CU. FT. b1AN NANCE OF FU 6F: -PROVI�E-UNION/DISCCNNECT IN 2" PVC (0) X 6,83 X 12.83' WEIGHT V•.WA.TER= 0.0 TON TANK AND 18" COVER ARE HEAMER BY i8.7 TON. UNE AT TOP F•ECHAMBER SO PUMP CAN BE REMOVED FROM TOP OF TANK. -RECOMMEND FLOATS BE ATTACHED TO 2" DµSitcD OUTSIDE THIS PLAK IS A VALID COPY ONLY IF IT BEARS AN R- AL RED STA ' AND SIGNATURE, '•�RONA.D `' RON' LD y�Y J' ME- c ( JAfr1=S CADILLAC taaDSOCADILLA.0 135779•r CIE�iFx .,/.^-3.•,\r �1.LE55 ��aQ- I HEALTH AGENT APPROVAL DATE N T S Harre.dwg I(�; FB 32/25 S>3 f4/20 IJ�Hr S� 1. LOCUS IS A-M. 43, PARCEL 1. 2. EL EVAT!ONS SHOW$! ARE NAVO88 BASED UPON NAVD AND V'aRTCON. 3, LOCUS IS IN FLOOD ZONE AE (EL, 11) ON FIRM DATED JULY 15; 2014. w jtrj 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100 ,ARE ON TOWN WAFER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 1'3" OUTLET TEE DOWN! 14". 8. iF 7,10 OP. '4ORE ONES, 'tlATEF. TEST D-SO. FOR E4 LL FLOW � D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWOO FEET. � o` Ci07'TO 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', CR VENTING MUST B_ PP HIDED. SCALE COxrRS: BUILD UP COVERS TO 5" BELOW GRADE--2 ON TANK. ON D-BOX, 1 Oir LEA OHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" PF.TH 2" MIN. 1/a TO 1/'2" PEA STONE ON TOP. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOP S P-iFFERING FROU -iHE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OF R.J. CADILL�°.C. 12. IF AN OVERDIG IS CALLED FOR BELOW -FILL MATERIAL FOR- V AROUND Ai;D UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MIEETING SPECIFICATIONS OF 310 CAR 1.`..255(3). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGEID. SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE QF AS DIRECTED EY HEALTH A�-ENT. DEPTH (inches) ELEV.(`eet) 14. ALL CONSTRUCTION TO 61EET TITLE 5 AND LOCAL REGULATION'S. 0 9.9 A lay=_r 10yr 3/..3 Ioomy sand ,EST HOLE 2, 20:6 Ew.. PERFORMED~! Y: Soil Evcluator W! TWESEED EY: P I. cud, Inspector B lT-Y, 5/8DERC RAT_ -/',, r (C layer] Iane SOIL SURVEY(1993): Ccn'er coorse sbn: cJ G,l (logo\ 25" a. G LO '4FP 3 a .vic^ c'�tivasF. piam deposits 7'- U C layer 10y, e/5 Invert 5.52 loamy med. sand Inver" 8:35 33--r=,DS ARC 36FIO CHA.'.!EERS _ �1 E;sL. Cost Iron ust Gas ��t'(!e �. 105" - - - - - - - .as r-c To;t a Un- =7.D3 �S-I/8"/r 11" COve-, !'' r9Fi;rvr.+frGcth 120,• -J.1 PnposEd S=i, c , ! Invert 8.30 / 1500 Gal. Poi I ' Frapc d / ( Septic Tank *I,. � I 10:75" 1 !nvb!t 7,31 , i ' o osec 4.T Bottom 6" Scone or co^�pact 1?rapasse "' i' �• I I 1 L� �5- 20' -- -72'- 1J "1'-{ 'k,h Greu)c WOW1.5 NAVD69 45 Prtvlded TOTAL DESIGN DATA ° ss ',- BEDROOMS: ' GARBAGE G?ilODERS: Ns TOTAL LEACH AREA FEQJ!RED Cr PACITY: 1210 GFD k B=-"t rOW�.)--27 rRC HC UNITS IN 5'-9" 5Y 50 61 O 76' LEACH AREA=355 C4'u SEPTIC TA?dI(S: 45OC GA.. EFFECNVE LEACHINC i,REFc 4752 SF 6\'=''E�+rJvi� )-i5 r:C 46 KC UNRS I:4 5'-5" 5Y 50 cY 10,75" LEACH AREA=355 G?U �,EO SF/LF 5/iJltifT=i4 S.F/Ul C;a .?EJFc7Ci 3f ;IC UNITS I!q -E` BY 05' BY 10.75" LEACH AREA=5°E C7Sz 73 UNITS Y 24 SF/W�+T=1752-SF(EFFEC' f.,) DESIGN CAPACITY: '25` CPD [(1752 SF) Y• .74 GPO/SF] ------------- ------------ e, PUMP CHAMBER STORAGE CAPACITY: 330 GAL. � /y� i DOSES PER DAY: 5 "--------------------- r: C _ __ ___- 1 L='.ChfNG FOOTPRINT "7, syM� it th #. YIGN ASSOCIATES 1 �!1 r3� s���tl! i `�YyM"*3Ur�f �}yNi" - MA I 1'4„7IY ti41Q • �.� BUG- SI T E PLAN FOR � v 115 �x 1.1 1 u�r RIVER STREET, SOUTH l ARMOUTH, M.A DECEM8ER 5, 2016 SCALE: 1'°=20' RONA,LD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & LE6ISTEk2:b SANITARIAN P.O. BOX 258 WEST `1rARMOUTHH, MA 0.2673 (508) 775-9700 9 PAGE 1 OF 1 TOP OF PLATE _ _ 2ND FLOOR 5U5FLR TOP OF PLATE � ._. IST FLOOR SUBFLR _ OF PLATE_ D FLOOR SUE TOP OF PLATE _I;�T FLOOR SUB] �� REAR ELEVATION �� RIGHT SIDE ELEVATION TOP OF PLATEF,�_ 2ND FLOOR SUB* _ TOP OF PLATE IST FLOOR SUB TOP OF PLATE 2ND FLOOR SUBF TOP OF PLATE IST FLOOR SUElf� NOTES . ALL EXTERIOR WALLS SHALL I1GENERAL BE 2x6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2x4 @ 16" O.G. 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. NO. REVISION DATE @ COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE 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 IN DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET' YARMOUTHPORT ` MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM NORTHS IDEI@COMCAST.NET STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT EXISTING GAUGHRAN RESIDENCE 115 RIVER STREET SOUTH YARMOUTH, MA. TITLE: ELEVATIONS SCALE: 1/8" = 1'-0" 6m66?!!Tn 0 1 2 4 8 PROJECT #: SHEET 20-15 EX..4 OF DATE: 5126/20 %. 4 __j TOP OF PLATE 2ND FLOOR SUBFLR TOP OF PLATE -�oT FLOOR SUBFLR_ _ _.h_. TOP OF PLATE- --.. - - - - - - - --, ll 12 ND FLOOR SUBFLR 5 _ P OF PLATE- - - - - ® TO� IST FLOOR SUBFLR_ _ (D FRONT ELEVATION (D_L E FT SIDE ELEVATION TOP OF PLATE 2ND FLOOR SUBF TOP OF PLATE IST FLOOR SUB* TOP OF PLATE 2ND FLOOR SUB TOP FL PLATE IST FLOOR SUB* NOTES . ALL EXTERIOR WALLS SHALL I1GENERAL 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. NO. REVISION DATE C COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER RST WHATSOEVER WITLASSOCIATES. OBTAINING THE ERITTEN PERMISSION AND OF NORTHSIDE DESIG BUILDER: DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET " YARMOUTHPORT " MA 02675 (508) 362-2210 (508) 362-9802 NORTHSIDEDESIGN.COM NORTHSIDE1@ COMCAST.NET STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT EXISTING GAUGHRAN RESIDENCE 115 RIVER STREET SOUTH YARMOUTH, MA. TITLE: ELEVATIONS SCALE: 1/8" - 0 1_2 4 8 PROJECT #: SHEET 20-15 EX-3 DATE: O F 5126/20 ij NOTES . ALL EXTERIOR WALLS SHALL I1GENERAL 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. NO. REVISION DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE 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 3TINCTIVE RESIDENTIAL & COMMERCIAL DESIGN ,1 MAIN STREET * YARMOUTHPORT' MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM NORTHSIDE 1@COMCAST, NET STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: 'PROJECT: EXISTING GAUGNRAN RESIDENCE 115 RIVER STREET SOUTH YARMOUTH, MA. E ND FLOOR SCALE: 1/8" = 1'- 6p%i-m� 0 1 2 4 8 PROJECT #: SHEET 20-15 EX. DATE: OF 5/26/20 4 16'-01 BUILDING AREAS DEMOLITION AREAS FIRST FLOOR LIVING 1125 SF FIRST FLOOR 930 SF SECOND FLOOR LIVING 1080 SF SECOND FLOOR 609 SF COVERED PATIO 458 SF TOTAL AREA 1539 SF TOTAL LIVING AREA 2663 SF �� FIRST FLOOR PLAN EXISTING AREA FIRST FLOOR LIVING 2910 SF SECOND FLOOR LIVING 1594 SF TOTAL LIVING AREA 4504 SF COVERED PATIO 458 SF TOTAL AREA 4962 SF -11 GENERAL NOTE 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. NO. REVISION DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE 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 STINC IVE RESIDENTIAL & COMMERCIAL DESIGN tl MAIN STREET "YARMOUTHPORT " MA 0267-1 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM NORTHS I DEl @ COM CAST. NET STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT EXISTING GAUGHRAN RESIDENCE 115 RIVER STREET SOUTH YARMOUTH. MA. TITLE: FIRST FLOOR PLAN SCALE: 1/8" = V- j 0 1 2 4 8 PROJECT #: SHEET 20-15 EX. 1 OF DATE: 5/26120 4 Ie 1GENERAL NOTES . 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. NO. REVISION DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE 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.