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HomeMy WebLinkAbout2011-09-06 Planning Board Supplemental Materials (51) TM 73 I IL 42 TL 38 139.32 I x 140.09 PROP. SWALE 10 �- 16. HIGH CLF ��164 APPR0 VED , SUBJECT r0 CO VENAN r CONDITIONS 100. - sF X119 - 920'' 13885 013867 �Y38xe 138.86 SET FORTH IN A COVENANT EXECUTED BY T-3�9 13c� DATED AND TO BE 1 4O 12"L Uou- 0 T #30 12"DEc: s EXIST. 12" RC DRAIN, INV.=137.4± RECORDED HEREWITH. 13 68 10"DECIDUOUS PROP. ROOF DRAIN 139.31 AREA=13,850 S.F. DRYWELL (TYP) o O < •13"DECIDu0U' -0.318 AC. x PROP. SILT x •iO'M LF FENCE & HAYBALES y 0 2 N/F c 2-14"MAPLE , 1 1 JOHN VENTRILLO 4i'.�-'Ai N13s.48 3A I / TM 33 TL 11 - - G= - _, mous x 1311 84 I ' N F DS 14 x0 FG MAUREEN A. 141.08 1 1 22' .. Z6, _,�• x MORKESKI � X PROPOSED / I 25' NO DIS TM 34 - PROPOSED 3 BEDROOM , I ZONE n'RB 4A APPROVED BY THE TOWN OF N GARAGE F.D. N x TF=147.5 I SD. NORTH ANDOVER PLANNING BOARD. 0 CF=140.0 1 X/ NO BUILD ZONE `� 15 1DS 145x5 FG^ - - - - - / I I o0 26.9' 140.33 -- DATE r7 Do o.00 loo, O r7 , BUFFER ZONf Q PROP. ENVIRONMENT =1 01 +/ / #31 / 5A� ONE OR OTHER PUMP CHAMBER / o \ _ 14182 �c x 139.80 , "w PROP. POROUS + 12"MAPLE N/F PROP. 1-1/2" X •141.92 / m 402 ASPHALT 3-10"MAPLE k N F , \ 6A # FUNARO TYPE I-1 BIT. NICOLE AND J_OHN , 2� TM 73 CONC. OVERLAY PAVEMENT ,� 141.55 �5` ��� MTM 73H r , \\ FILED a, ON EXIST. ROADWAY TL 9 \ TL 33 PAVEMENT AFTER PROP. 2" PVC SDR 21 - / EXIST. GRAVEL UTILITIY EXTENSION SEWER FORCEMAIN r- NON-JURISDICTIONAL � \\ HEARING (5 MIN. COVER- APPROX }5^ 4A ISOLATED WETLAND ♦ - ROAD SHOULDER 95 LIN. FT.) 'I` APPROX. 300 S.F. 1/ (6'± WIDTH) APLE \ 111�o.7a 146.37 MATCH EXISTING PROP. 1 1/2" TYPE 'K' k ' �14"D CID000S ,f EXISTING / 32� LINE & GRADE OF / 3A INTERMITTENT ROP° TBM PROP. CONNECTION ROAD W/ NEW COPPER SERVICE WATER \ / 7A /' CHANNEL CLERK OF THE Pv �O�N EBD HFNOD TO EXIST. 12 PAVEMENT IR FNk ,A 2A f 'R `, TOWN OF NORTH ANDOVER, HEREBY CERTIFY THAT THE 146.45 WATERMAIN x ' IN FND - - ► NOTICE OF APPROVAL OF THIS PLAN BY THE PLANNING _ 145.87 1� Ip F X42 2" /100.00 BOARD HAS BEEN RECEIVED AND RECORDED A T THIS 146 2 x 147.19 1J46.61 �E�ID140682 1/"DECIDUOUS 1 �- x 3 12"MAPLE 14 MAPLE 12"MAP oz OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED X141.\ �, ,- N o _WS WS - ET H U F N (PRIVATE- o' WIDE) ,��, E N U E DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT PROP. CORE \ 12 '4 ' EXIST. SMH TO SMH N � ' _ AND RECORDING OF SAID NOTICE. RIM=147.32. BIT. CONC. AVEMENT x X 140.47 333.89 W CONNECT PROP. G INV.=137.0 I I U, 141, I f- N20'00'00"W I aA 8" PVC SEWER `J' - - - - - �380� X 13818 REBUILT INVERT �� 146.31 - �- - - _ 1 - - _ STA 13+33.89 \ 3-14"MAPLE 4-14"MAPLES \ @ ELEV.=137.34 145.6,' 143.22 143.44 142.99 , - �14 s END 14"DECIDUOUS 24"DECIDUOUS 022"DECIDUOUS 042"DECIDUOUS 1�MAPLE _ 36 �PLE I ROW TOWN CLERK �. 6' HISI-I CLF 1.13 X 147.78 1 �z 147. 2 PROP. 170'-8" PVC � PROP. 56± LIN. FEET OF PROP. SMH 4 SEWER S=0.01'/' ROADWAY EXTENSION RIM=144.71 "I HEREBY CERTIFY THA T THIS PLAN WAS (5' MIN. COVER) Z s� -4„ PERMEABLE PAVEMENT INV.IN=139.54 (PROP. 2 FM) ` PREPARED UNDER MY DIRECT SUPERVISION, AND - -4 CHOCKER COURSE \ INV.OUT=139.04 (PROP. 8 ) _ THAT THIS PLAN CONFORMS TO THE RULES AND -12" FILTER COURSE ��\ DRIVEWAY -3PEA GRAVEL SUB-BASE �o�� ,�, Z REGULATIONS OF THE REGISTRY OF DEEDS. -4 RESERVOIR COURSE ALL SURVEYING CONFORMS TO THE TECHNICAL EXIST. GRASS/ (SEE POROUS PAVEMENT DETAIL) eJ �� STANDARDS FOR PROPERTY SURVEYS OF THE GRAVEL ISLAND „ EXIST. WATERMAIN #410 PROVIDE TEMPORARY CRUSHED STONE FILTER BERM `� AMERICAN CONGRESS ON SURVEYING AND MAPPING. PRIOR TO POROUS PAVEMENT CONSTRUCTION TO EXIST. SANITARY PREVENT TRACKING SEDIMENT (REMOVE BEFORE NEW PAVING) - ® � �"" - � - - m � SEWER MAIN N/F N/F JOSEPH & ANN JOSEPH & ANN ♦ #492 SUTTON STREET ALBERT ALBERT N/F STEPHEN E. STAPINSKI, R.L.S. TM 73 TM 73 CITY OF LAWRENCE TL 02 TL 16 AIRPORT COMMISSION TM 75 TL 1-13 r METHUEN AVENUE EXTENSION - PLAN- - 1 "=20' SUTTON STREET STA 9+70 STA 11 +40 EXIST. SMH PROP. SMH 150 RIM=147.32 NV IN4439 .54 (PROP. 2" FM) INV=137.34 (PROP. 8 ) „ EXIST. PAVED WAY OUT= 139.04(EXIST. 12 ) WITHIN 40' PRIVATE R.O.W.--i- INV -139.04 (PROP. 8" PVC) PROP. � GRADE PROP. PAVED ROAD EXTENSION 07. 40' PRIVATE R.O.W. EXIST. 12" WEXIST. 8 HP - = - EXIST. GRADE �� GAS MAIN PROP. 1 1 2" TYPE K EXIST. RIGHT SIDELINE GRADE COPPER WATER SERVICE EXIST. LEFT SIDELINE GRADE = _ - ROADWAY IMPROVEMENT PLAN 140 PROP.170'-8" PVC \ METHUEN AVENUE IN S=o.o1 '/' - --- - - -_ - _ NORTH ANDOVER, MA REGISTRY USE PROP. 2" PVC SDR 21 = - - - -_ - N 0SEWER FORCEMAIN (5' MIN. COVER)171 - -= OWNER: U) n 0 ; o RONALD AND RHO DA PO LLINA x x x ly- x rill 38 BRICKETT HILL CIRCLE, HAVERHILL MA, 01830 3 APPLICANT: 00 0 0 0 0 0 APPLEWOOD CONSTRUCTION CORP. a r cD Sri Lri 315 MIDDLESEX ROAD, TYNGSBOROUGH, MA 01879 Ln LI rQ 0 1 2 J J J J J J SCALE: AS NOTED Li w w w w w 0 130 DATE: MAY 13, 2011 REVISED: AUGUST 22, 2011 Ln 10+00 10+50 11 +00 11 +50 11 +83 12+00 12+50 13+00 13+50 LQ 1VIETHUEN AVENUE EXTENSION MERRIMACK ENGINEERING SERVICES 66 PARK STREET a - PROFILE- AE TEL: (978)MR8 )M4475-3555 E FAX ASSCHUSTTS 0810 1(978) 475-1448 H: 1;; = 20' AIAOL.COM V: 1 = 4 PLAN AND PROFILE SHEET 2 OF 3