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HomeMy WebLinkAbout2012-06-05 Planning Board Supplemental Materials (40) APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD S� O FN DATE O\� FILED s2) O �V HEARING N0 TES / / - 1 . SEE SHEET 3 FOR ADDITIONAL DEMOLITION. / I �c ,�S�pRy �/ \ Ory �c O= �O\�� / \ 13,1E -130 UP#1 \ / cel) 12 .94 0 Ry \ 210 / \ ^ 1 0.21 130.67 / I I 133.0( 134.10 x / 130.46 129.98 PROP. SAWCUT PAVEMENT EXISTING GRASS AND SHRUBS TO REMAIN o�0-lD���pP 134.05 - 132.1 Dix ZCA I p " N REMOVE EXIST. BITUMINOUS CONCRETE ONLY IF SHOWN ON LANDSCAPING PLAN x\113 x k/ �' .10RY Q � a 134.}4/ / 1 BOCK { \ \ 1127.50 G O / S �: I 128.01 1GN o n EXISTING FENCE 0 6 x13429 133.330 n �o \ 12711 GTO REMAIN i A\ ���as / 132.x2 / / 136.1 9PN°5 131. 3 127.63 \ GRPSS 132.46 /// \ / 128.25o UP#138/2 w ,r1 / / STOR \ / O PO 138.70 ro 1 !� 135.70 / // 1 W F' \ I 128.87 4 / Z� On 136.38 \ 135.29 133.41 / UP#2 y I \ 127.21 35.69* 133.57 /'r \ 0.09 129.40 ao IGIF \�P�L Up 132.54 / \ x Q C• 133.67 \ x 129.53 o� 1 5 RRE I - \ 130.13 \ j <\�pZ i REMOVE EXISTING BUILDING, CANOPY AND ALL STRUCTURES Oa� N 138.30 / °MpR(P I 132.8 X 132,49'132.76 \ 131.20 X130.82 X \\ Z G Z / P5 X 13744 N� PN / \ 131.01x LAWN AND MISC. \ I 01- FNP/ 137.30 Sip I / X32.4 TREES x\130.86 \ I X 127.16 W - 137.33 135.36 // \ - - x 12.1$ _ - 131.9X 31.20 �, x 129.10 . LIP ?l - / �8 j/ 132.6 132.21 \ ) 131.63 X � �= REMOVE ALL CEMENT CONCRETE SLABS, i /x 133.91yP�%S/ I \\ 13o.s 11 \ / BITUMINOUS CONCRETE BERMS, LIGHT POLES, v38- N6'1 / '0 sj- 132M$ MW SIGNS, AND BITUMINOUS CONCRETE PAVEMENT (TYP.) O � �/- • z •132.19 I \ 1 .36 / 136.88 1 STORY 1< 3 _v \ \ / ADJUST MONITORING FRAMES AND COVERS TO FINISH GRADE (TYP.) \ = X /// MW BRICK AN#�8NC. BLOCK I, U \1 ww I x131.33 12 x Z 136.3 1 '68 I 132.69• 10 / 130.41 t LP \ / N REMOVE EXISTING BOLLARDS, TELEPHONE EQUIPMENT & SLABS R MH 137.56 U) I / I I MW I� / 29.43 \ 125/89 X LP / 135.30 I 132.68 CFE=132.71 132. 2 / a INV.IN=126.64 1$c 137 , • s / EXISTING DRAIN TO BE REMOVED INV.OUT=126.58 I I 132 26 �l \ T N 13588 I I • 1 g 1( / X '3''2a / \�o� �I ' 86 REMOVE AND RESET ALL SHRUBS IF IN LIMIT OF NEW 137.50 \ I I 1 250 132.63 ROOF OVERHANG •MW 132.6sccw wcR 132' 131.93 \ - I 24. 123.73 CONSTRUCTION TO AREAS PROPOSED TO BE LANDSCAPED (TYP.) \ I132.24 132.31 132.29 132.63 \�O X 128.90 / INVERT AND PIPE END \ 135.51X I GP ' P� CEM. CONC. _ _ 131 62 ' \J'F I \ NOT VISIBLE \ \ I 3I QSN�GE _ _ _ - _ -132 - _ - - - - - .36 NOT 0 T 6 A `9� 1 4 12x.16 ( X 24. EXIS-T1NG CATCH BASIN FRAME AND GRATE AND STRUCTURE TO BE REMOVED 137.42 w PP R 132.05 �, p rn Y1PGP�p X / 131.90 \ / / .67 123. O7 I \o I CANOPY ABOVE 1 x EXISTING DRAIN TO BE ABANDONED \ c9 \ �I I 132.32 / B 1131.76 AREA=36, 59 S.F. 124. / 122.37 =0.838 AC. \ (9 T / 131.73 SC 131.20 124.45 \ ZI I I 131.508 8 131.45 \/ LP7 \ 4.05X I / �'� 22.45 WG 2" BRW 13 .72 136.33\ t IIBIT. CONC. PAVEMENT I 131.74 11 /\ 127.11 x 13 .39 1 131.46 1 �^ 1,27. 737.08 137.60'LP 136. 0 I 1 1 / 1127.29 27.10 x 123.31 22.67 A B CB RI r/ 121.58 131.36 124.33 RIM=122.3 37. 138.01 m MW• CJS / INV.IN- 21(A yl I 131.50 131.34 1 X 131.04 128.17 / 127.°6 124.12 123.50 IN?=T `Oy V.OUT=116.76 y PROP. SAWCUT PAVEMENT / \ 131.65 1 / c9 / x 122.56 -9 ti x •3`1.59 1 131.26 131.14 1 / X 129.16 / \ / / \-\ / 21.55 1 1� SC SC 1 45 BIT. CONC. PAVEMEN y / / \O / '9G GRASS AND SHRUBS �' 131.08 8 8 130.82 gyp. 4"PVC D 125.21 PROP. REMOVE WALL w I L -1 - - - - - - - - - - - - - - - - -1- - - - - - - - �� - - - - -=7 / B - - - - 26.15 ��F (pl 25' FRONT YARD SETBACK 130.88 ^ RIM=126 05 I I 1 INV.IN=123.75 x 125.20 :-r M 133.77 I 1 EM. CO x 6. 5 INV.OUT=122.55 v 0 ' / 127.03 / 123.15 133. 4 I / 127.23 / l� / v / n' 1 "SIIGN E" 134.59 133.33 I 130.53 - - - 1 0.15 29.26 27.81 �N� / Z ^,VN \x 122.13 9 UP#3 1 135.56 I 131.35 / 12718 GRASS AND SHRUBS / Q 136.37 L / )131.62 BCB 130 5 / 120.61 �v WATER SERVICE TO REMAIN 137.A / MW / • 3W1631 130.52 9.41 // / �� / �Z0 N •133.00 131.581132.1 32 13 126.34 / 136 136.17 251.12' GRASS 129.05 12 ' 122.52 121.23 A B CB I 13 .41 130 S27°30 45 121.34 / RIM=119.78 EXIST. WATER SERVICE TO BE 1 CB - / o INV.IN=116.08(A) 1 135.43 13450 131.9�h � \ // / M&P �1�2°•94 ,�' 2s� _ ( ) ABANDONED AT THE GATE BOX cn RIM=135.81 135.17 �12a' / MW 125.28 122.54 120.6 �i INSTALL NEW 2" GATE BOX (FILLED) C� 34.84 BCS / // 13'.6' / BCS / 126.90 126' 1 / 125.23 • // BCS / BCB q° INV.OUTt51568 13306,. 131.35 12" CI W AND REDUCER 134.39 1 4.71 / 12" Cl W 10 12" Cl W -GRASS- 123.36 -GRASS -► WG WG x 132.72 x 126. 121.10 120.15 i -� - GRASS 6 \ 131.12 GC \ 125'83 123,87 GC 70 12 RCP D 18"VC D SITE PERMIT PLAN WATER SERVICE TO BE ABANDONED WG 134/ \ MW \ CB c6 RIM=122.2 RIM=118.23 EXIST. SIGN TO \\ \ BIT. CONC. PAVEMENT \ \ •124.63 \ (FILLED) \ INV.IN=115.23 PROPOSED BANK FACILITY N BE REMOVED \ \ \ \ CL INV.=114.43 PROP. SAWCUT \ \ a� \ \ PLAN OF LAND 1931 S.H.LO. BASELINE p0 oM N PAVEMENT w � w \ 0o a� \� °U,° � O O O O O CHICKER NG ROAD ( ROUTE 125 ) � N ADJUST MONITORING WELL COVERS TO FINISH GRADE (TYP.) NORTH ANDOVER, MASSACHUSETTS PROP. SAWCUT PAVEMENT FOR DEVELOPER o (PUBLIC-80' WIDE) SEE SHEET 3 FOR CURB TO BE REMOVED LO WELLFIVE 00 GC ONE MERRIMACK PLAZA 00iLAWN LOWELL, MASSACHUSETTS 01852 SCALE: 1 "=20' DATE: JANUARY 20, 2012 IR FND BSS IR FND REV.: MAY 30, 2012 00 BENCHMARK 2O O 2O 4O 00 SMH 01 RIM=134.90 N/F V.F.W. NORT/HF ANDOVER IN V.=125.61(R)N V.F.W. NORTH ANDOVERPOST #2104 BUILDING CORP. INC. POST #2104 BUILDING CORP. INC. MERRIMACK ENGINEERING SERVICES ESSEX REALTY TRUST 66 PARK STREET EXISTING i ANDOVER, MASSACHUSETTS 01810 CONDITIONS T TEL. 978-475-3555 FAX 978-475-1448 & DEMOLITION EMAIL. MERRENG@AOL.COM 2 OF 5