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NkJllj nalsmoo <br />s <br />O 40'w <br />O24' P. <br />P. w <br />O 24 "OAK <br />O 16'w. P, <br />ore "w -F <br />Q 12 w_R <br />O 12 "(-H. <br />r` <br />1' <br />4 °w. l? <br />036 Q 2 <br />'W P <br />LIGHT <br />1 <br />POLE ° <br />BE 4X2 <br />Y <br />PUMP 5TA. <br />EDGE OF <br />glr. PAVEMENT <br />4 OFF EDGE OF PVMT, <br />PARKING LOT <br />r <br />GONG. <br />RETAINING <br />WALL <br />CONC. PAD <br />EDGE OF <br />—° BIT. PAVEMENT <br />(D0 /)ED <br />LEGEND- <br />A. C. <br />AS13ES`0' C— E`U;-.JT <br />o DAVID <br />F A <br />PV..C. <br />POLYViMYLCHLOC!0E <br />R.C.P <br />REINFORCED G, C =E E P!PF <br />D. 1, <br />U i'.;TILE IRON <br />FM- <br />rORCF MAIN <br />PV M L <br />I-=A VEM EN T <br />- -W -- - <br />VrATER MAIN <br />- - "-'K- <br />WATER VALVE <br />O SMH <br />SAhi l T-A-4 � MANI -40L' <br />c^ <br />CO IAA H <br />DRAiQAGE MANHOLE <br />0 u.e <br />urlu -Y POLE <br />4 <br />4 OFF EDGE OF PVMT, <br />PARKING LOT <br />r <br />GONG. <br />RETAINING <br />WALL <br />CONC. PAD <br />EDGE OF <br />—° BIT. PAVEMENT <br />(D0 /)ED <br />19C <br />192 <br />188 <br />184 <br />PLAN SCALE' =20' <br />DUNFEY- SHERATON —SMH <br />MOTOR }NN RIM= 208.18 <br />PLUG EXISTING OUTLET WITH <br />CONc. WHEN N SERVE E SEWER SYSTcM <br />L` 1 \6., <br />�R <br />�T <br />Q� <br />IOx 10 dLD6 ° <br />�v <br />F <br />VOS EXISTING SMH <br />57A.4 +70 <br />l2 R.C.P DRAIN <br />�DMH <br />I B.M. RIM= 206.82 <br />I <br />At 2 R.C. P I <br />DRAIN - <br />+a raIT. CURB <br />EMERAL <br />EDGE OF <br />BIT. PAVEMENT <br />WOOD GUARD RAIL <br />N OT E5 <br />1) LOCATJONS OF UTILITIES HAVE BEEN PLOTTED FROM THE BEST <br />AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS <br />ARE NOT GUARANTEED. <br />2.) ADDITIONAL DETAJI_ DRAVVWGS ARE BOUND IN THE BACK OF <br />THE SPECIFICATIONS. <br />3.) STATE HIGHWAY BOUNDS SHALL NOT BE DISTURSED, <br />4.) MARRETT RD.(ROU E 2A) 15 A STATE HIGHWAY. ALL WORK <br />WITHIN THE STATE HIGHWAY RIGHT-OF-WAY SHALL COMPLY <br />wirH THE REQUIREMENTS OF THE STATE D, P W. <br />5 -) THE CONTRACTOR SHALL MAINTAIN SEWAGE FLOWS AT ALL <br />TIMES DURING CONSTRUCTION. <br />�.) CONNECTIONS TO EXIST"fMG SANITARY MANHOLES SHALL <br />INCLUDE RESHAPING INVERTS AND SEALING MANHOLE WALLS <br />7) THE FORCE MAIN SHALL BE INSTALLED WITHOUT THE CREATION <br />OF HIGH OR LOW POINTS AND SHALL SLOPE UPWARD FROM <br />THE PUMP STATION TO FORtBES ROAD. <br />n 7. / 1 7 /) A, !1 C. r1 <br />O <br />C) t-6 <br />LEGEND- <br />A. C. <br />AS13ES`0' C— E`U;-.JT <br />o DAVID <br />F A <br />PV..C. <br />POLYViMYLCHLOC!0E <br />R.C.P <br />REINFORCED G, C =E E P!PF <br />D. 1, <br />U i'.;TILE IRON <br />FM- <br />rORCF MAIN <br />PV M L <br />I-=A VEM EN T <br />- -W -- - <br />VrATER MAIN <br />- - "-'K- <br />WATER VALVE <br />O SMH <br />SAhi l T-A-4 � MANI -40L' <br />CO IAA H <br />DRAiQAGE MANHOLE <br />0 u.e <br />urlu -Y POLE <br />208 <br />o I_f? FNO, <br />IRON PUJ FOUND <br />o S.8- F'ND <br />STONE BOUNC FOUND <br />oMH8 FND. <br />MASSACHUSETT 14{I_,,�qVVA{ <br />=O:Jt D FOUND <br />204 <br />-T5. <br />TRAFFIC 516N <br />- <br />WOOD LINE <br />EDGE OF BITUMINO "'S <br />PAVEMENT <br />200 <br />19C <br />192 <br />188 <br />184 <br />PLAN SCALE' =20' <br />DUNFEY- SHERATON —SMH <br />MOTOR }NN RIM= 208.18 <br />PLUG EXISTING OUTLET WITH <br />CONc. WHEN N SERVE E SEWER SYSTcM <br />L` 1 \6., <br />�R <br />�T <br />Q� <br />IOx 10 dLD6 ° <br />�v <br />F <br />VOS EXISTING SMH <br />57A.4 +70 <br />l2 R.C.P DRAIN <br />�DMH <br />I B.M. RIM= 206.82 <br />I <br />At 2 R.C. P I <br />DRAIN - <br />+a raIT. CURB <br />EMERAL <br />EDGE OF <br />BIT. PAVEMENT <br />WOOD GUARD RAIL <br />N OT E5 <br />1) LOCATJONS OF UTILITIES HAVE BEEN PLOTTED FROM THE BEST <br />AVAILABLE INFORMATION. EXACT LOCATION AND COMPLETENESS <br />ARE NOT GUARANTEED. <br />2.) ADDITIONAL DETAJI_ DRAVVWGS ARE BOUND IN THE BACK OF <br />THE SPECIFICATIONS. <br />3.) STATE HIGHWAY BOUNDS SHALL NOT BE DISTURSED, <br />4.) MARRETT RD.(ROU E 2A) 15 A STATE HIGHWAY. ALL WORK <br />WITHIN THE STATE HIGHWAY RIGHT-OF-WAY SHALL COMPLY <br />wirH THE REQUIREMENTS OF THE STATE D, P W. <br />5 -) THE CONTRACTOR SHALL MAINTAIN SEWAGE FLOWS AT ALL <br />TIMES DURING CONSTRUCTION. <br />�.) CONNECTIONS TO EXIST"fMG SANITARY MANHOLES SHALL <br />INCLUDE RESHAPING INVERTS AND SEALING MANHOLE WALLS <br />7) THE FORCE MAIN SHALL BE INSTALLED WITHOUT THE CREATION <br />OF HIGH OR LOW POINTS AND SHALL SLOPE UPWARD FROM <br />THE PUMP STATION TO FORtBES ROAD. <br />n 7. / 1 7 /) A, !1 C. r1 <br />O <br />C) t-6 <br />�L(N 0 F M � 744i <br />3 a <br />-�- <br />O ;� <br />o DAVID <br />F A <br />DUNCAN <br />niz <br />^OV4L <br />208 <br />204 <br />20C <br />196 <br />192 <br />188 <br />184 <br />