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HomeMy WebLinkAboutPlans - 140 ACADEMY ROAD 11/5/2013 20' WIDE SANITARY SEWER EASEMENT _ LOT 6A 5� / / LOT 5A 25,123 10�// t �''—— \ —"'.`x 25,031 S.F.— CF / / / — — \ \ \ \t LOT 4A 27,382 S.F. _ l / 1'. AEA .\ \ •. \ \ \` \� ` � i�.. �' il.j � ,/.,i\/�- l _ _ / �� �— •\ '\ "• �. \ \ \ �.< G ear I -� _ _- -- \t LOT 2B 'T" tcwsa .,:�\ \.\ �.�\ ....� �_... \ \ \ \\`\ ��C pp\ 2pNe UM1T OF WORK '-< 0- 28,582 SO. - a� ` \ LOT 3B ' 2 :9 _ ,7 89 S.F. ET. ET. I �. - WALL 1 • •` - ._._ --- - 4"?`` WALL \ \\ <y" asst., a f CRUSHED R .___ - RET.WALL __ �1 5,+5'S>� i-• j, ET. \ ♦�♦`�\ STONE E7.k• <. _ _ a:. I - v WALL \ \ \ �jj.:�c: r 1 \ \ '- VI '/ rAAS9 �A 44 • `� L y - 'Lt \t: `I PORCH �1% \ \ �. �- J t \` •' RE;W,� o♦ � �.tiwrc'n� +`xu;; -s; WALL .e... .-. AEA A I 4. ` :rt I-- \...•, 1 `� I I� ❑A/0 A/C C3 EXISTING DWELLING I i �•� \ - f3 1 EXISTING DWELLING x 1 \\ I � f\ 9 TING DWE �� I \ \ • _ _._-- - � � N � `�\ EXISTING DWELLING EXISTING DWELLING RET. d 411 Ynm / ! y .g \ \ '� � f� I ♦ ♦` , ;I � �Q WIOI AIFA O jMAlE01 WIB�.AIFA. _ /f r �—t ' ... .� T\1AAal AuA _.._- /• ,luw NcA D \ AREA �Lr1.Gui� .I »�� \ / _ 1 _�-}�; �,-. ' � .. _- /WALL A ..._......_ .t • � LY � .♦vv.i'..�, /♦1 X -.. 'mAa WM=175.92 •! • \ O '� __ _ ._.__ -_.. .._. W } .__ - _ .._ uaA _. ET WALL A¢, _ u / INV.IH=189.11(4'NW� \ ...._ "-..i I ♦. ..___.. I I- I RET. _....._..._ ..__ �_'...- ...__ aAss_..._ WAIL..' J i INV.IN=188.97(Vn ,,.:.., ♦ to ♦ WALL ..._ __.._ .._.. _..- _.__..__- _ _-.... 1 ♦ INV.WT=188.78 - \ ET.WALL WALL { ti EHIVE IM=174.2)R 12'CLDI CLDI NV. _:�a-- WS WV-172.710 SUMP-167.83 — 12'C1DI - -�-,��at_ _. _ i - -- 6'PVC 14.� 12'QDI V.=1 4.16-* -..-. .'-- 12'Ct5M INV.W=188.08(8) W .34 R. OF PAVEMENT .=8. INVOUT=188.98(18•) IN d SUM LIMIT OF OVERLAY /,r{pnOCEP=18438 rvlc = _l —OF PAVEMENT — _ — — — — _ _ T.WALL IH RI 17i 10 INV.-18170 INV=769.813 STREET BENCH MARK / 18'V=1gg 18 .,p STEVENS HYDRANT SPINDLE ELEV.=173.20 I ��`\,Z AS—BUILT PLAN LEGEND: `\ J kt'lri OP htgS STEVENS STREET EXISTING CONTOUR JAME fv'� sue(` NORTH ANDOVER, MASS S 5. d EXISTING SEWER � PREPARED FOR: TOM PATENAUDE rn EXISTING DRAINAGE V FAIRWEATFiER II CIVIL DATE: NOVEMBER 5, 2013 ._._......._... EDGE OF LAWN No. 6 cn SCALE: 1"=20' EXISTING HAY BALES O F LAMP POST Y F andover consultants c-_. STREET SIGN }�1� In C, 1 East River Place Methuen, Mass. 01844 Professional Engineer 1( 0 20 40 60 80 Ft. P:\10\I0-23\DWG\AS-BUILT.DWG p 10 20 Meter