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HomeMy WebLinkAbout2013-07-16 Planning Board Supplemental Materials (51) V(n O II I�� �h llz( �O I l/I `h M 00 I\\\I ''ysa�?�O� II LEGEND:�"2 o r\ \\\\\�\i I --100'NON DISTURBANCE SETBACK W \(I -ESTIMATED MHW SETBACK'`J \\�\\\I II II I-_--_--la"o GRANITE CURB W 2 N II I II hI 1 LIMIT OF STORMWATER DETENTION SYSTEM`'V 4!�I Z_ I 1�Ij(NOW OR FORMERLY--250'NON DISTURBANCE SETBACK Qt:- 1 II I FRANK J RAGONESE`O Q \\1NV.(1N)=1.09'I I SMH-4\WF i\-325'NON DISCHARGE SETBACK j(,i \\\\;III II INV.(OUT)=130.67 RIM=14.\\----LIMIT OF WETLANDS W Z Ct \EXIS77NG CULVERT INV.1N=126.53(BLDG) \\\\,���6'HIGH STOCKADE INV.1N=123.73\c'\a WF 1 WETLAND FLAG LOCATION Q W� \\\FENCE INV.OUT=123.78(PUMP STATION)rn_WF 2\�+REACH CHART:m N\\\\\�\\�(8,.C./.m\TREELINE J1.'C7 I \\\\\\I 1 250 OfF5ET FROA/of?\\1 EXISTING FIRE HYDRANT REACH SIZE DIA.LENGTH SLOPE W?W W \\\\I ELEV.113.67 v m Rl 15"RCP 164 0. \�\\��(\\,2�,1 00 WF 31\El EXISTING CATCH BASIN J N \�s\�I�•m 11 R2 12"RCP 16 0.069 Z Q \��\-%s 0 0 c\CZ EXISTING UTILITY POLE \v(BENCHMARK:HIGH POINT 60.0-n R3 18"RCP 46 0.022 Q 00 \I OF STONE BOUND WITH\,\-�.4 m�.\�-�EXISTING SIGN RCP 134 0.004�N \I WAY DRILL HOLE FOUND(^R20 MHo 1\J EXISTING LIGHT POLE R5 15"RCP 158 0.003 O- RIGHT OF ELEVATION=131.68'RZ SMH®®p��Z WF 4 1\ \I i\R6 24"RCP 51 0.011 \NOW OR FORMERLY 70'S$,0\©EXISTING MANHOLE S.STEINBERG GREASE\N/£R7 24"RCP 84 0.002 \ SM 35�,WF 51 OT EXISTING TELEPHONE MANHOLE \G G PlT�T0�otER\�R8 24"RCP 133 0.005 \G,GR 6-I"o(PUMP STA,1*---k EXISTING DRAIN MANHOLE R9 15"RCP 78 0.010 \I 2/O/\Vin\GV 1 EXISTING SEWER MANHOLE R10 15"RCP 76 0.008 V 3S�13a-W 1 I \B`�I�7 WF 8®EXISTING WATER GATE Rll 15"RCP 122 0.009 Q Lr)� s�`60 p0 00 3"'7.C S-a��I I OHW R12 24"RCP 24 0.008 J� \I®a EXISTING OVERHEAD WIRES R13 6"PVC 117 0.005 O O b I I ZONE A II I I s�^WF 9�)S EXISTING SEWER SERVICE R14 6"PVC 79 Y O I I I cu 4 1�,//D EXISTING DRAIN SERVICE R15 8"PVC 292 0.008 W Q L -CB6 I®I RS CBS�®150'®GZ/Li W EXISTING WATER SERVICE R16 8"PVC 245 0.009 Q W�W Q) I�4 EZEV 113.67 1'�/Q R Z O�O O �Q I pN\a WF 10I(G EXISTING GAS SERVICE m U Ct((0 U 3'Q'�GVg EXISTING GAS GATE VALVE SM I I II W�pu)W OOv) ?\2 Um��CL~off NOW OR FORMERLY I DANIEL A.&JOANNE B.I 2�N��WF 11 11 Q McCARTHY I y I,b I CLQ EXISTING COMMERCIAL BUILDING I U Q I I�Ocl� O \`�II I I V,O 2W I o N m\y WF12IW=Q)O H2O 0o I I b j ELEVA7IDN=113.67'2 C�Z I I CB3 H34©1 LOCATED ON THE GROUND BY MERIDIAN ENGINEERINDRAIN STRUCTURE CHART:Z G,INC.Q O,!`v WF 731 ON SEPIEMB£R 22,1994 I���----�r-Is_�------�-�--__I M 1¢y\\\STRUCTURE RIM INV.-IN INV.OUT 2 2 )I������DET.BASIN 132.6±129.43 CB53� (TER I 10 sPac s to sP�1c s C�-r�ANTERS o`\.\SEWER STRUCTURE CHART:() PLAN v�� CB1 132.67 128.17±(DMH2)128.07±(CB11)Q �_�II s\;WSW...WF 14\\STRUCTURE RIM INV.IN INV.OUT 128.07±(STUB) 1 N R2 CB,9 O N SMH31 136.19 127.21(SMH30)127.16(SMH32)CB3 132.67 129.8±(DMH2) �3 D�+'`\o\128.49 CB5 132.32 128.5(CB2) 1 0 DMHB Q R CB10 Com-2`�\N\SMH32 133.23 124.73(SMH31)124.73(SMH33) `���\ G\Cu 3"C825 SMH33 133.07 122.47(SMH32)122.47(SMH34)... 129.96(BLDG) o l-'�H',\y�qe,Q�QJQ 3 l Uvn Uvn DfR�7 CCB t-v�on vQnn om►n¢WQ Z Q I IIII II\\•p\NE 0\122.47 SMH34 122.25 115.65(SMH33)115.65 WF 15 CB9 133 127.43(DMH8) SMH4 134.03 126.53(BLDG)123.78(PUMP ST.)gQ�� C137 133.75 127.42(CB6)127.22(DMH8) 3 2".43 \ �G\\�I/M 3 II I\/\�\y�\IL JIIt JI®I`��0 y�CB10 13316 127.01(CB11)127.01(DMH8 )CB51 12373. 2 127.44(CB1) 127.2(C610)SMH311781 CBll 136 4 WF 16 SMH36 117.22 CB20 120.14 116.89(DMH6) 4 CB22 120.4 5'DIA.GRATE(POORCONDITION)o W \C f3'O_-\03 A 2"•SMH35 117.38 G�C�52E�T coNC y 4 S c S�\G fG F1F1®\CB23 128.7 125.6 125.5(DMH17)o G RUMBLES S\��S/\'I II>I I\CB25 133.1 130.45(CB53) \\G�iP/�/,\Q77 4`I(j I�WF 17 CB26 133.0 UNDER WATER 0 0 \o R`S\y��II I I I\CB53 133.15 129.9(CB25)129.2(CBl) / \\\G 1�6/�2\�/1 p-I II�I I\\DMH2 132.97 129.2±(CB3) 128.97(CB1) C849 S\WF 18 129.2(LEACHPIT) 2 ENTId DMH8 133.73 126.23(CB7)126.23(DMH19)W \SMH30 OSC//I CBASIN B53\' \\0 Ba O�?273'x/l�•1 WF 19 126.33(CB9)a \\\D CS tia..35.��p`S'?'�/r^�INV=126.43(CB10) 128.43`)DMH13 121.9 1159(DMH14)115.8(DMH21 \/MH19 G�L;'�y\\4 Sy.2o./J I I.\)2 \�WSJ?'��UBS�S(I DMH14 112.89 116.99(DMH16)116.89(DMH15) \__SF_�1�\_C)WF 20 L_wt-21 115.2(CB22) \\�-_--Scl,gyp ZONE A\\ti 0////)O 2\j�S 6"\��115.2±(CB20) \/_DMH15 122.68 118.48(DMH16)118.23(DMH14) Q Z£I,�C\CB46\\\\'moo DMH16 126.46 121.60(DMH17)121.4(DMH5)Q ��\CB26\\>>?`�DMH17 131.08 124.28 CB23 124.08 DMH16 p c\\\\\\\\\��`IQs ry 124.08(DMH18) OMH18 D�,___.__--\\\\\\\\SMH33 y1 G �GSC\\\\\t�NOTES: �y�'�v\\\ti/\\\4��I�1.THE PURPOSE OF THIS PLAN IS TO ACCOMPANY APPLICATIONS TO THE NORTH ANDOVER PLANNING BOARD O �T �ra`���\\REA(TYP)\%�I/o AND CONSERVATION COMMISSION FOR THE PROPOSED BANK STRUCTURE AND ASSOCIATED PARKING AND Q GJ UTILITIES.J �\�v�2.WETLAND DELINEATION PERFORMED BY LEC ENVIRONMENTAL IN JUNE 2012. 3 c MULCH AREA/z 3.FIELD SURVEY LOCATION OF THE WETLAND LINE ADJACENT TO LAKE COCHICHEWICK WAS FIELD LOCATED BY x'�9\LYNNFIELD ENGINEERING ON JULY 5,2012. U,Ac�C\\\�F���rCB3 4.THE EXISTING CONDITIONS BASE PLAN WAS PREPARED BY MERIDIAN ASSOCIATES,INC.PEABODY,MA.DATED r�,� a\o MAY 20,1996.LYNNFIELD ENGINEERING UPDATED THE EXISTING CONDITIONS PLAN BASED ON CURRENT \���CONDITIONS.THE VERTICAL DATUM WAS ESTABLISHED FROM U.S.G.S.DISK B-35 1965,ELEVATION 161.25 x o y>�c��FrE f'c��,��i PER THE EXISTING CONDITIONS PLAN.W \ Q�y�tisrro�5.THE PROPOSED PROJECT IS LOCATED IN THE TOWN OF NORTH ANDOVER GENERAL BUSINESS DISTRICT AND 843 B�ti\IWITHIN THE WATERSHED PROTECTION DISTRICT. C\\Fsr�iQ�I c otic 6.THE LOT WAS CREATED PRIOR TO OCTOBER 24,1994.THE LOT WAS CREATED BY MERRIMACK 0 ENGINEERING SERVICES DATED SEPTEMBER 1992 AND RECORDED AS PLAN No.12121.3 O \p y 7.THE LOCATION OF THE ZONE A WAS SCALED FROM THE MASSGIS PLANS m,p h cG RQ l m GRAPHIC SCALEo`'�'�`ELSs9°yam 3 w Q ur ao o zo eo so m MICHA y T U Q �J IAN y O U cn O �'No.J. 77 SHEET No. 1N FEET)9�k➢F s� 1 inch=40 ft.'��AL LpN C_2SO 13 Y PROJECT No.LE 480-30 0 0