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LOGE of PAVEMENT 21 <br />1212.2 S <br />-__ - -- 212___- <br />1121 to �\ <br />p ° <br />/ x110.7 1 / <br />0 "TREE <br />203- TREE EAGLEBROOK <br />/ 1 -- <br />1 J6'i,EE x209 -3 / I\ x210.9 ° EAGLEBROOKENGMEE <br />/ SWING SET / \ / & SURVEY, LLC X21 1.1 491 MAPLE STREET. 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RAE <br />° CONCRETE PAD W1 6' <br />2" TIEE HIGH WOOD STOCI(ADE <br />x2g 1.6 ONCE ENCLOSURE & <br />J *.aly \ NN.2137 CONOR �SIDEWAIK TBF- 213.91 12i3.� <br />\ SS A FBF =21390 FOF =21783 A <br />x2137 Di <br />' EXISTING BRICK BUILDING I DATE: <br />6 x214 -� 1403 MASS. AVE. \ <br />\ p�\ / \x I ] <br />. MARCH 21,2016 <br />\� /yO FFF= 214,64 .I1x14.A 11 a <br />FFF 21656 FFF- 21456 '\ I ° REVISIONS: <br />2 4 1 1� / F /I n i, O <br />1 I' 2.165211.. <br />2 •_ _ <br />164 <br />fi 1x2 <br />/ <br />I 1 <br />x 12.6 <br />° <br />Z <br />xz 4a • ..' pis2 <br />3x2 <br />(`2 <br />s x24(+118 \. <br />219 <br />4 <br />I\ x174 <br />116 <br />x <br />12' HOPE <br />S x0.010 <br />o� 15 12\ PII E 1. <br />\ly,x2 <br />A - <br />X275. � <br />1 <br />o \ <br />\ <br />212 <br />x2 <br />29 <br />a <br />w <br />10B <br />/ <br />6 <br />212 <br />121 <br />x012 <br />O <br />J <br />x214 <br />°� <br />SIS <br />TION <br />PORT <br />0� <br />� <br />p <br />21 11215.7 x215.] <br />> <br />iz.6 <br />.. <br />R =214.93 <br />5' 3x25.5 <br />ni <br />253 <br />� <br />\ <br />\�� <br />1 <br />_ <br />/ <br />__.zIJ <br />0 x215I <br />V2._$ <br />x215 <br />15,' <br />� <br />raE_ <br />534' <br />215 - 215 E <br />x 1 <br />x E F <br />�15 <br />__L <br />"_ . <br />OHW- t OHw�6f'I'OHW- <br />xzt4.4 x2146,�,,p x2143 GR4ry <br />cuRB xva.a <br />x214.4 <br />PROJECT NO. 014 -027 <br />_ <br />A <br />X214.7 x21" <br />x214.6 x214.6 x214.) x214.6 <br />_ <br />pkg <br />212.Sd <br />^- ,MH <br />PLAN <br />d_,. <br />II <br />_ - �e <br />LRAPMC SCALE - - <br />C -2 <br />° <br />SCALE 1 ° =I0' SITE LAYOUT PLAN <br />O <br />U• <br />- -/ <br />6' TREE <br />��1 DUCRLE IRON <br />�i \ x21BQ 2T'q:95 SLEEVE I(DP) <br />217. <br />W <br />J3 le C 2113.25£„ <br />V�1 x21 \\3.3 213.25° R2 0021' � 21 <br />x2133 <br />TFEE <br />213.0 <br />NEE <br />\ <br />-°31k <br />r <br />x.114.`- <br />TIE <br />r� <br />i <br />x2 <br />'.I <br />1 <br />1 r �^b2137 <br />2136 <br />;. 2135 FBF= 213.90 `W=21 125 FBF =11791 <br />FBF= 213.83 213.4 <br />213.�\ <br />� 1 <br />n A <br />x213 ] <br />k <br />I <br />e <br />EXISTING BRICK <br />BUILDING <br />ICI <br />ry m x2ta.U' <br />G pEEXiSTMG 1403 MASS. <br />AVE. <br />it r`. <br />1 <br />O <br />x�l <br />J <br />" 2 <br />FFF- 214.64 <br />- <br />.Ix�1 <br />217x] a <br />214.5 FFF 216.56 <br />FFF =21 A56 <br />\4di <br />/ 1 <br />\ I <br />x2A <.1� <br />x2644 26 • 2164 IB.2 <br />�p2 -_�-� 2?•11 <br />�1\ <br />144 \1 18 TT4$ / / <br />5 � <br />� <br />; 2 <br />xJ A� x21. <br />x1 <br />3.4 <br />2'1 PINE / <br />A x215. 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RAE <br />° CONCRETE PAD W1 6' <br />2" TIEE HIGH WOOD STOCI(ADE <br />x2g 1.6 ONCE ENCLOSURE & <br />J *.aly \ NN.2137 CONOR �SIDEWAIK TBF- 213.91 12i3.� <br />\ SS A FBF =21390 FOF =21783 A <br />x2137 Di <br />' EXISTING BRICK BUILDING I DATE: <br />6 x214 -� 1403 MASS. AVE. \ <br />\ p�\ / \x I ] <br />. MARCH 21,2016 <br />\� /yO FFF= 214,64 .I1x14.A 11 a <br />FFF 21656 FFF- 21456 '\ I ° REVISIONS: <br />2 4 1 1� / F /I n i, O <br />1 I' 2.165211.. <br />2 •_ _ <br />164 <br />fi 1x2 <br />5 1 I <br />Z <br />xz 4a • ..' pis2 <br />3x2 <br />(`2 <br />s x24(+118 \. <br />219 <br />4 <br />I\ x174 <br />o� 15 12\ PII E 1. <br />\ly,x2 <br />A - <br />X275. � <br />1 <br />o \ <br />\ <br />a <br />w <br />-21R <br />/ <br />6 <br />\ <br />O <br />J <br />x214 <br />°� <br />x215.6 � x2;551 <br />21 11215.7 x215.] <br />> <br />.. <br />R =214.93 <br />5' 3x25.5 <br />ni <br />253 <br />� <br />\ <br />Z <br />DRAWNBB 6Ul <br />0 x215I <br />x215 <br />15,' <br />IO J I, x215 SIGN <br />� <br />CHECD BY- KCK <br />KE <br />534' <br />215 - 215 E <br />x 1 <br />x E F <br />�15 <br />IP <br />SCALE AS NOTED <br />'. <br />OHW- t OHw�6f'I'OHW- <br />xzt4.4 x2146,�,,p x2143 GR4ry <br />cuRB xva.a <br />x214.4 <br />PROJECT NO. 014 -027 <br />W�G R =21595 R= 214,28 <br />THLE: <br />X214.7 x21" <br />x214.6 x214.6 x214.) x214.6 <br />SITE <br />G OMH <br />^- ,MH <br />PLAN <br />_214 / <br />ra114. _ ___ <br />_ - �e <br />LRAPMC SCALE - - <br />C -2 <br />° <br />SCALE 1 ° =I0' SITE LAYOUT PLAN <br />SHE£ N9.2DP5 <br />