The URL can be used to link to this page

Home My WebLink About81 Paddock Lane - Revised Plan - Plans - 81 PADDOCK LANE 2/9/2023 LEGEND OF ABBREVIATIONS & SYMBOLS pl 8]55 EXISTING 2-FOOT CONTOUR - -98-- - EXISTING 1°-FOOT CONTOUR 1°° PLAN TO ACCOMPANY A kDR/H EXISTING SPOT ELEVATION x 97.73 wAY EDGE OF PAVEMENT EP NOTICE OF INTENT QgQp 4'X6' RETAINING WALL DIRTBAG° EDGE OF BVW Al 12" OF 3/4" STAKED WASHED STONE STRAW 25 NO DISTURB ZONE — 25 25 25— ° 81 PADDOCK LANE BALE RACHEL �� 50' NO BUILD ZONE 50 50 50— c c ROAD ,1�CJS;` dd' WETLAND BUFFER ZONE — 100 100 ioo— / S A �:��` A EDGE OF WOODS 8) R t S O E R 0 'E WELL o c NORTH ANDOVER MA '� P/p PN LIGHT POLE # N � GAS METER \ s� 2 0 0 0' 4 0 t 9, 0ARY ELECTRIC METER o DATE:J AN 2 23 U IRRIGATION CONTROL VALVE Ic Qv 2"x2"x3' STAKES ° SCALE: 1' = 20 X oB (2 PER BALE) o o REVISED:JANUARY 23, 2023 MAILBOX BALES To BUTT REVISED: FEBRUARY 9 e� REVISED: FEBRUARY ' 2023 2023 GARAGE FLOOR G.F. Q o TOGETHER FIRST FLOOR F.F. SILTATION PLAN 4'X6' f`f`Lo FENCE DIRTBAG STAKED WATER LEVEL WILLIAMS s DN STRAW �FET �BALE �\ - -- - +I - I SPARAGES (� c EXISTING ail ;:;7:`<.?;:. .:.r::•,�.:.-;. i LOCUS MAP 'ak'is%' '•.'" l` ENGINEERS I SCIENTISTS I SURVEYORS o� GROUND SCALE: 1 ��=500't o��-�Q�(`!`, \ I 189 NORTH MAIN STREET SUITE 101 MIDDLETON, MA 01949 PHONE: (978) 539-8088 ZONING DISTRICT: RESIDENCE 2 FAX: (978) 539-8200 12" OF 3/4" WSENGINEERS.COM WASHED STONE SECTION .4-A MINIMUM LOT AREA = 43,560 S.E. MINIMUM LOT FRONTAGE = 150 FEET NOTES: FRONT YARD SETBACK- 30 FEET 1. THE LOCATION OF THE DEWATERING AREA TO BE DETERMINED IN THE FIELD BY THE SIDE YARD SETBACK 30 FEET CONTRACTOR WITH CONSERVATION COMMISSION APPROVAL. REAR YARD SETBACK = 30 FEET MAXIMUM BUILDING HEIGHT = 35 FEET DEWATERING DETAIL (NOT TO SCALE) i i' i BRUCE W. & KAREN E. YOUNG \ \ � CARTER & KAREN F. GLASS \\ PATRICK G. & DEAN NA A. O'NEILL #4 OLYMPIA WAY1` z #8 OLYMPIA WAY #6 OLYMPIA WAY r PROPOSED I I BLOCK RETAINING + 3' HIGHWALL MAX \ PROPOSED ALUMINUM TOWN ANDOVER \POOL FENCE i - 9 ` N14°51'43"W 424.13 LINE NORTH AN DOVER 98 �- 2 PROPOSED .a = ' , X2 1e PAVER PROPOSED PROPOSED 198 9895 FIRE / -- x 43 PATIO DEWATERING POOL 20' WIDE DRAIN EASEMENT 6 H VINYL PIT 100 -10Q, BASIN EQUIPMENT EXISTING SHED (SHOWN ON PLAN #7673) �? FENCE T.B.R. , x SE�•36 = x 1Oi 0 TO BE MOVED -00,65 >., --- �- 102 --� - _ x x _1 PAVED r x 101 — +103 J 7 DRIVE1nJAY / x '02 x o PROPOSED ic FR B1c v _ - z=s py _ LIM IT OFe .A 02u r u 22 iOD,i9 10019 tc 100 08 SHED 5d' CLEARING „00.2c 1;2. 'o'23 100 7 IF-1025 PROPO NO BUILD ZONE v IN-GROUND 'p SED POOL - - s PR PO S" LOT 7A ua - - - - - EMPORARY ^ ��^ G.F.-100.27 ..,� T - IU4.� -y STOCKPILE Q G.F.=100.25 - � � +103 = ,• l J " / AREA pc" - = o t �- 44, 114 S.F. _ _ - - — NEIL T. & KRISTIN B. r _ - �� `-- - - (PLAN # 75 ) P 8 5 HENTSCHEL �Ii e04._u 104 - --�- x ; _ - 0A 0ul 10 96 F.F.=108.68 _25• Ua-8x n #82 PADDOCK LANEQD o `i '05,6x \ - No ZONE TM _ , DAMES W. & DAWN M. o 1v c ,y, EXISTING WOOD - - _ i ° - 2 STORY s - _ SIMPSQN, TRUSTEES DWELLING DECK �V -- --1Q4_ (JAMES W. SIMPSQN AND DAWN M. 16,5_ \ ov81 I PROPOSED BUFFER ZONE ENHANCEMENT AREA SIMPSON LIVING TRUST) o\11 \ ' TO BE PLANTED WITH (6) - 3-4' HIGHBUSH #280 GRAY STREET Q 1,0 co cv ` — — — -- — _ ,? - x BLUEBERRY, VACCINIUM CORYMBOSUM SHRUBS 0ill Q IcV Era ZG m \ - -- O !! \ l 6.87 0 n 04 UNIT �� \ 1x Mal_ AS EDGE OF Ivw �\ �� A7 \ x l Y V( VY� F — CHIMNEY �� 1105559 LP&7 G2 L0_© A3 A4 994 A2 ISOLATED \ o lic.88 107,3 I VEGETATED ,� n '0042 Al a WETLAND (IVW) PROPOSED >1,000 S.F. �-81 /�'� 'N V09 12-INCH d Z �6 d 3,L� 13 43. MULCH SOCK N13°05'03"W 86.69 N L 74 F WITH TRENCHED a SILT FENCE N13°05'03"W 246.56 `o t��I z E 1 1.R 1 W`-37 JOHN S. & PATRICIA K. FQUHY #71 PADDOCK LANE r NOTES: 1 . ALL ELEVATIONS SHOWN ARE REFERENCED TO AN ASSUMED DATUM. 2. EXISTING TOPOGRAPHY SHOWN IS THE RESULT OF AN ACTUAL INSTRUMENT SURVEY CONDUCTED BY WILLIAMS & SPARAGES LLC ON OCTOBER 13, 2022, 3. WETLAND RESOURCE AREAS DELINEATED BY WILLIAMS & SPARAGES LLC. 4. THE CONTRACTOR SHALL IDENTIFY THE EXACT LOCATION OF THE SANITARY DISPOSAL SYSTEM PRIOR TO CONSTRUCTION TO ENSURE THE SYSTEM IS PROTECTED DURING CONSTRUCTION AND THAT ALL REQUIRED SETBACKS ARE BEING ADHERED TO.