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Indian River County Utilities. <br />Q <br />: <br />a <br />2 <br />O <br />« <br />Q <br />: <br />m <br />0 <br />0 <br />0 <br />m <br />/ <br />0 <br />0 <br />0 <br />2 <br />ƒ <br />2 <br />0 <br />L <br />12. Post design services (shop drawing review, requests for information [RFI], etc.) <br />Assumptions/Clarifications: <br />Assumptions and exclusions for this Scope of Work include: <br />0 .6 2 <br />k • - <br />2 ka <br />as @/ <br />E J <br />o 00 <br />- 2m <br />E = > <br />0 m b <br />�. <br />/ > <br />7 2.7 <br />o " <br />us $ cii <br />as c <br />ƒ b G. <br />2c -0 <br />>.i <br />@ To <br />° Jƒca § <br />c k <br />o a) <br />0 -c16 k$ <br />'0 CIS <br />E <br />% -a a) <br />ca) 15 <br />. 00 <br />Q Eo0 -2-0- <br />o. 2 . <br />-m cc2 <br />0 _ m: > <br />E\ 2t\ <br />=o -a <br />( >: 2 <br />o2 a)as <br />E E 'k <br />mk §k� <br />0coo) G)a) <br />�c <br />ƒ <br />7 m Q o <br />o>.� ._ <br />f �f <br />�1 =0 <br />/k• <br />c <br />0 F2\ <br />/c va <br />= c23 <br />/-CD -12 413 <br />tE <br />? E <br />TD <br />�k =0> <br /><0 m2« <br />Project plan sheets will be drawn in scale 1"=40'. <br />Structural analysis or design may be required for water crossings. <br />Design and/or specification of cathodic protection systems is not required for this project. <br />Design of sheet piling is not required for this project. <br />No water and sanitary valve box or manhole adjustments anticipated. <br />k <br />(0 <br />£ <br />k <br />0 <br />a- <br />2. <br />-a <br />0 <br />� <br />c <br />k <br />� <br />> <br />k <br />-J <br />w &. 6 4 6 6«»¥ <br />10. Project excludes design of any sanitary sewer gravity pipelines. <br />o2 C <br />0 § <br />0 d/O <br />E -a 2 <br />\ ECLc <br />-0 0 / 2o <br />0 2 <br />Ts r <br />7 0 -0 o <br />2\ %a <br />R2 22 <br />2. •6 2 <br />£ <br />a - / <br />% m <br />o k / <br />/2 0) / <br />C5 2 <br />/ / k 7 <br />/ $ 2 7 <br />D. <br />> E c -0 <br />EL 0 00 <br />0 <br />° oc 0 o <br />it' co 0 <br />it2 ® _c <br />%2 5 <br />P6 - <br />2E m2 <br />2- f / <br />F § <br />L. <br />E <br />k : J 0 <br />=co Q 4 . . <br />_ 0) 2 o <br />0-= <br />00 <br />%_ Ts// �/E�/ / <br />o <br />2= / k $ <br />% a as m <br />E 0 2 E .2 <br />0 = m "0 = <br />%«§ % g <br />a) c la 2 <br />o.� = 0 <br />2/L. <br />a2 2 0- <br />k N/ k E 2 <br />a c a, )- <br />.c tar= (1) 0 2 <br />5ce 522 <br />3\2 c @ <br />w.6 <br />