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HomeMy WebLinkAbout20160105 Plot Plan - Plans - 254 GREAT POND ROAD 11/10/2015 PROW.DRIVEWAY RECONSTRUCTION: TO ENCLOSE FARI TOP AND iSDEWALL AREAS IX FILTER DRIVEWAY PAVEMENT TO REMOVED, a q \\ /143.60'(P) / LEGEND: SUBBASE GRADED.AND REPAVED IN SAME MINOR MODIFICATION REQUEST - WATERSHED SPECIAL PERMIT /' FOOTPRINT AS EXISTING WIN SURFACE <( 144 144 / / / / / 4. DRAINAGE DIRECTED TO GRASS AREA n t BJ,Y / / ' ---240---EX. TWO FOOT CONTOUR SHA LLOW ALLOW CRASS SWALE SLAB-14583 145.68'(EX) THE APPLICANT IS PROPOSING ADDITION #2 AS SHOWN AS p' TOP EIEV-SEE SCHEDULE 45.68'(P) r A MINOR MODIFICATION TO THE EXISTING WATERSHED SPECIAL / / / UnUTY POLE Ex6tin Con. a 6' TOP Aproo 1u Remo»d * PERMIT THAT HAD PERMITTED ADDITION #1 AND THE REAR DECK. BJ` -- 0 SEWER MANHOLE 0 oe Oo Oo Qo Qi 1 - 4'D14 INLET Existing Edge or I / '.. SEE(NOTE MY ELEV=SEE SCHEDULE OR.Con.Ddl y jw Bit.Cone Drivewey v / /f/ ///'//' BIT. BNUMINOUS 1 EDGE OF B43 / 3•_6' SEE NOTE f45.60'(IX 145.92•(IX) / \ / / / / _ WETLANDS 'Q BJSQ\•' I / / / CONC. CONCRETE • 1 00 00 O Oo 1O 1-+ 144.71'(P) Ix 144.32'P p ( •' g44 `i" /'/ / / // // / / EP EDGE OF PAVEMENT () Pro.Shoitow Cross Swde \ ` 2'-3' 146.07'(EX - `_4'Foot Nide x 4'0°ep / I SHEA ' O/ k��� -146 AN ORAD IWETLAND N 2010 TNDS I3 STILL ER \ / / / / /'/ 851 A ft-"ND FLAG 7 O O O O Q C. 11i ' 4.Cottour 44.89'(P) Prop.Contour IN FORCE DUE TO THE PERMIT // 745.45'(Ex I� / EXTENSION ACT. / /- / / / FF FIRST FLOOR 7 I / ' DRAIN HOLES 4' TO 1.5' TAPERED / APPROXIMATE HIGH WATER B // / / / / PRO PROP.ROOF DRAIN(4'HOPE) 12' 146.O7'(Ex) MARK OF THE LAKE /•�/' / "� / / / BOTTOM OF STONE 145.06'(IX 145.59'(EX) / /')•5 B FX SEWER SERVICE 3/4'TO 1 1/2' �V=�SCHEDULE 745.06'(P) I 145.40'(P) LEA /' // \ / 4 (139x5) PROP.SPOT GRADE SECTION VIEW -_ \ WASHED STONE f Tr... W. _ ITEM NO. WEIGHT 2'MIll. EE9eo 145.51'(EX)or TOE Wy (EX) Exlstln9 / 845� /- Ste•,` 12b\- fi4 / // / I I / -{ )-' B •/ / / / 14o PROP,CONTOUR 500 GALLON DW-50OSDW STANDARD 4,099# 145.51'(P) (P) Proposed //' /25' -77ssss2• 122rq. // SEASLY/AL HIGH / // / -'g2` / BJ7 / / / I ELEV ATER DETAIL 'A"- DRIVEWAY RECONSTRUCRON & GRADING / l .- GROUND 1334• _--__ a / / ,/ / / f WATERSHED SPECIAL PERMIT /.//B / - / TOWN OF NORTH ANDOVER PRECAST CONCRETE DRYWELL - 500 GALLON /'� '� � / / NOT TO SCALE _____ _ PLANNING BOARD //' //' / /i - - _ 1 to "_ - // / I SCHEDULE OF DRYWELL ELEVATIONS: // - j?y _ --- B4gI ' //p DRYWELL#i DRYWELL#2i�eay TOP OF TANK: 139.70' 141.50' Biz S/•% ' ///' ,.�'� ,.�,.t32 --- -��� INVERT INTO TANK: 138.65' 140.45' \lO('N\O \ ✓/ // = /2 /'�' / �/ / l / / /' BOTTOM OF TANK: 136.40' 138.20' � � /'' •` /' �/, // /� '/// ��� // / f __ _\.-13<--�� BOTTOM OF STONE: 135.40' 137.20' NOTE / �� / Q, / 12'OF CRUSHED STONE TO SURROUND DRYWELL 11 5�✓j� / /B4B f/ // - ,LOT AREA--' / 5/•,� 24" 30'OF CRUSHED STONE TO SURROUND DRYWELL 12 N 0 / �-/ j 22%(� /A56• -Er9,627 S.F. t / / // 5' / / 26 eo No / _ 1SOIL INFORMARON: \ - DATE TEST PIT WAS PERFORMED BY ,10NN D.SULETVAN ill,P.E.G&E / pSpR / "+9 1 / / / / / / / / / •'� ,,P• -I?9� E' �(OR.yp GY 10/29/I5 1N FpR GV .J� / /r/ / // // // // ✓ / // // �40©`/ /// 100 \\• O\\��-"-, /�pF Pin oLH-r34' �♦ / VIP E 0 IESi ESr O \ \NYpYX�pN 1y OAS G W EIEV.-Nor EN=ttnERED B / B5Y g ./• / ! / / / 1 h / .lT so b / -/ / / / s/ N 5 l 0", Ha WA IS 10 lR J/J •/ \ ' Bs1 i/� e•-zz• HGzzaV B LS to ra s/u / / / / / / / / / / '(0•ppN z2'-1zo' 1,,_ s 2.5 Y s/+ // ��•' _ �/� / / / // / / / / / / /00 '.. No sax uarrlrlc 0es7lltn -____�- '�6 O ESN.GW.O aP LYZOW ETEV C i- PFRCOLInONRATE:i21/FY bflFlFu•_M' // / Y �.- l/ / // / f Prop 12'Dlomter // / 36" bradNied� ///� ^= �� \ ,,JONF��� DEED RESTRICTIONS: / / / Sl k d M.IM Sods / �°"�•r r e f0 `- V" THE ONLY FERTILIZERS ALLOWED FOR USE ON THIS PROPERTY AS 1NO . T AREA HE SF.t)c SHALL BE ORGANIC OR SLOW-RELEASE NITROGEN, PHOSPHORUS -lap111 $I{m i TO BE RECHARGED TO DRYWELL/2 `/� •\ AS SfOWN. THIS IS THE FREE PRODUCT. // / �� '// /'/ /// //1Bo// 10' /' //�j / ,RR✓�. o ,000/Do�spou� Q EN RE ROOF AREA OF THE GARAGE / '/ /' / / / /ice/ f✓ / DECK ,T be aorea,ed. 22"PINE N GARAGE EXPANSION. NON-ORGANIC PESTICIDES AND HERBICIDES USE IS PROHIBITED. u THE USE OF COAL TAR-BASED PAVEMENT SEALANTS IS PROHIBITED. EX19wx D`CK `' ' F-a',",, PRD O Poop.500 Gatlon Con.Dpwdl2 _ ,17 / / / /� r ;'.?;5 w/30'gushed stone sarra,n g THESE STATEMENTS SHALL APPEAR AS A DEED OF /r sr /' \\ RESTRICTION TO RUN WITH THE TITLE. p / / PRS �p FF-14Z86 P `'. `.• \PROP. 2 STORY .00, 11' V +J / / // `yu // / /// 16'// 139.o�i 22• �. s t0 /Roof Downspouts 144 �-ADDITION 12 / 2a," �to be avecaad. ly��CAR GtAR✓',.Y 2O T REMAIN A / P.(F,R if, 4"PvC Emer PR�mey 7 ,. bP. 1 ST. i rr /ii ' CflR-GARAGE' /O G Out Ovrflow PIP°U-1 /- 0) '�'ADbInON 1 i / 1 i`•. 1 w tXXG -139.45' / /FF=147.86# En'w°Roof Areo i ; k'F N�OIs BUFP /h ry o�� to r, / EXISTNG / PRO FRB ER a h F.R 6 ti / •9/. ---- �' / / 3ti // / �� �(.y14 6ryrulpMM to r 15 STY WOOD r vsi a EX. BIT. CONC. gNCf• STRUCTURE j 5' DRIVEWAY Epp S�Rg y /• pp / / / fy / FO ( PRO // 2 tlatn cos. ,o�oX SPECIAL PERMIT CRITERIA FOR EXPANSION: \ / i ,� iv% See Oet. 'A'fa Pr d N�5'18'37"W / / ar / 0�P 1 / / / r opose Ng /10.96, T!jp0 / 10' / QQ,�Q' 1 k/ m-1// �/ /r dBwgY ftecmaWcBm& PER SECTION 4.136(3)(C)(Ii)(6)OF THE ZONING BYLAW / �b� / N89 A2'43'W / / / / �, / \h 10 1 Prop 500 canon ®/� � / IN THE NON-DISTURBANCE BUFFER ZONE CONSTRUCTION OF S S iN Q 1 /�I.D dl 137.9• SS J 4 PROP.j ORCH EX➢N ION / 4, 8' / - ' S74'00' / p 4 / / o \ 12 ANY ACCESSORY STRUCTURE OR EXPANSION OF ANY 1, r S / / w/12-au°hed rf (110 S.F.)FOR HN ( P / / 12. 2` / / / 12"I`t' 1 I Stone svrroandlo " 1 1 / \ ACCESS. FRONT SE ACK �-------_ EXISTING STRUCTURE BY LESS THAN TWENTY EVE(25)PERCENT OF THE _ ` / / of 1 9 26.4 15\ERemdw / lac GROSS FLOOR AREA OF THE EXISTING PRIMARY STRUCTURE IS 8" Sp' 1 '12^ ( 23 S- DOES NOT APP{.�'U ER / GREATER THAN Z500 S.F.. S81 Z / -- / // / x S77 752W I V 10" STATE LAW F k H DtBAP 1 Q ---to' ACCESS ME / 024' G.F.A. OF EXISTING HOUSE: 3,178 S.F.t 5'41"W y / 575'00'39iW/ ___ 12• / guR / 31.71' /' / assggg' ,0,15.75' 43.00' W n I S82 53.56'ss2o 1y 3 18" G.F.A. OF PERMITTED ADDITION f/i: 506 S.Ff S73'559 I \ - ss / B. TOTAL G.F.A. 3,684 S.F.f R EP / HGN WN E p % - -- ---- 1 �� 5 75'os SBa..,-9 MAX. EXPANSION (259 OF GFA): 921 S.F.f ALLOWED N 1,0 / N7 Y4'03'W s71'37'00'W S52-32'Od"W -� �` S 39•>8 W I RIM=147.80 ,` cPF Fpot 6p coNSERVPTo 4.�' 4.73' 4.81' I\ G R E A T \ /P O N D c �._� PROP. ADDITION #2: 874 S.F.f (GARAGE NOT INCLUDED) R 0 A D #254 GREAT POND ROAD Za 81T BERM I / / \\VYA TER -- _ ce // \ PLOT PLAN OF LAND ZONING TABLE: cB / / BI}9ERM G LOCATED IN 2Qv�4a~ ZONING DISTRICT. RI �0- W DE NORTH ANDOVER, MASSACHUSETTS MARBLfRLpG f �� W/IN WATERSHED PROTECTION DISTRICT pF �A (ESSEX COUNTY ti REQUIRED PRODDED ROgO •fc O� " No.aidbfi ,��•r �1Pp�ti LOT INFORMA ROM: PREPARED FOR `r MAX.HEIGHT 35 FEET <24 FEET G�' P SS �s O 05 o��\•co�OP RECORD OWNERS' THIS LOT WAS CREATED AFTER OCTOBER 24, 1994(812312010) '+>,;;+�� THOMAS AND NICOLE FRIEL MIN.FRONT SETBACK 30 FT 26.4(EX) 37.9(P) p�S' SCALE: 1 e=20' DATE: NOV. 10, 2015 hR ASSESSOR'S MAP 37A, PARCEL 6 MIN. SIDE SETBACK(0 30 FT 150 FT(P) gJ`'�O� THOMAS&NICOLE FRIEL REVISIONS sVLOF PREPARED BY ® ®✓, "c •C 254 GREAT POND ROAD 1, ENGINEERING T 7� T17 1� 7 T 7r ♦® S�F,E-t MIN. SIDE SETBACK(R) 30 FT 70.9 FT(P) pFOp NORTH ANDOVER, MA 01845 5 7114116 lncrease Drywdl/2 for enttre garage JDS JDS J SULLIVAN Lj NGIl\jLj LTRIl\jG GROUP, L1A� 0 6 4 3121116 Provide GFA revised table JDS JDS melts o �flt• MIN. REAR SETBACK 30 FT 141.3 FT(P) `LP.O. BOX 2004 P GRAPHIC SCALE 3 3117116 Modiricatlon to Watershed Permit JDS JDS WOBURN, MA 01888 S MIN. LOT FRONTAGE 175 FT 512.29 FT SCALE:1'=20' 2 12/24/15 Revise Deck Only JDS JDS (781)854-8644 P E W LOCUS MAP: 20 0 10 20 40 1 12122115 Revise Deck/Orywell locotlon JDS JDS SHEET NO. 1 OF 1 MIN. LOT AREA R7,120 S.F. 89,627 S.F. FEET NO. DATE DESCRIPTION BY CHK'D S SCALE: 1"=1,000'f