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EXHIBIT 1 <br /> ATTACHMENT A <br /> 0 200 800 <br /> > <br /> c Feet <br /> [A L ;1 L <br /> --- ----- �: ,y <br /> I / __.:._ <br /> ------- <br /> -- ---- - __ - .. . . •_--..__ <br /> ____ ___---- _ _ - _ <br /> -, . __ -_- __ __ ___ _ - _ _ <br /> __ _ _ _ _ __ ___ -._—__- _ -_- ____ <br /> '.. . ___ __J _ —_._.. _ <br /> ____ ____ _ ______ _ _ . . ._ - _ __ .,—_ a ___ <br /> _ _ - _ <br /> i __ __ _ _ ___ _ ___ _ _ _ <br /> 4 7 <br /> OUTLET MALL 2 3 5 6 0 „ 9 <br /> 9 4 <br /> N M d 10 0 f` O) 0 N M 1* O (O r` W 0) O N M < O to r` t0 M O A N MSO ` O to rM O <br /> N M S O tO f` W O) O N M S O Wr` 00 0) O N M O Wr` CO M O ma_ N M � O tO n co O) O <br /> Advd * * O O O O b O to 0 O O t0 t0 to t0 too w (0ID (D nr� rn I. n n n n r` an CDCDCDCDmCO <br /> CD Orn O) 0) W 0) O) C) O) to M C) 0000000000 � NN <br /> MMMMMto v) 11) M M M MM M M M M M MM M M M M M M M M MM r+) M M M M rM M in MM M M M <br />M M M M M Mf M M M M M M M M in a * q* * da * '* * � d `tdd �T d '* 1* V * '* <br /> N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N <br /> N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N cl <br /> LIMITS OF DEVELOPMENT : 8100 LF ± <br /> UTILITY WORK SCHEDULE - S. R. 60 UTILITY CONFLICTS PHASE III <br /> FINANCIAL PROJECT ID: 228628-1-52-01 <br /> Bid Item <br /> Item No. Description <br /> 1 Conflict No. 1 - Water Main Deflection- 20"- Sta. 2369+32.87 <br /> 2 Conflict No. 2 - Force Main Deflection- 12"- Sta. 2369+32 .69 <br /> 3 Conflict No. 3 - Water Main Deflection- 20"- Sta. 2373+49 <br /> 4 Conflict No. 4 -Water Main Replace-20" and 12 "- Sta . 2373+85 to 2376+60 <br /> 5 Conflict No. 5- Water Main Replace 12 " Dip- Sta . 2374+40 <br /> 6 Conflict No. 6- Force Main Deflection- 12" Sta. 2380+00 <br /> 7 Conflict No. 7- Force Main Replace 12" Sta. 2382+15 to 2384+65 <br /> 8 Conflict No. 8- Force Main Deflection- 10" Sta . 2386+10 <br /> 9 Conflict No. 9- Water Main Deflection- 12" Sta. 2386+10 <br /> 30 Conflict No. 10- Force Main Deflection-10" Sta. 2391+20 <br /> 11 Conflict No. 11- Force Main Replace 6" DIP Sta. 2393+03 <br /> 12 Conflict No. 12- Force Main Deflection- 10" Sta . 2397+80 <br /> 13 Conflict No. 13- Force Main Deflection-10" Sta. 2400+00 <br /> 14 Conflict No. 14- Water Main Deflection-12" Sta . 2400+00 <br /> 15 Conflict No. 15- Water Main Replace-8" DIP Sta. 2404+35 <br /> 16 Conflict No. 16- Force Main Deflection- 10" Sta. 2405+00 <br /> 17 Conflict No. 17- Force Main Deflection- 10" Sta. 2408+12 <br /> 18 Conflict No. 18- Water Main Deflection-12 " Sta . 2408+12 <br /> 19 Conflict No. 19- Force Main Deflection-10" Sta . 2410+10 <br /> 20 Conflict No. 20- Force Main Replace- 6" P.V.C. Sta. 2410+80 <br /> 21 Conflict No. 21-Water Main- Replace 16" DIP Sta. 2370+20 to 2421+40 <br /> 22 Conflict No. 22 - 8" Gravity Sewer Modifications Sta. 2371+20 to 2395+75 <br /> 23 Conflict No. 23- Replace Force Main- 4 " P.V. C. Sta. 2406+45 to 2410+95 <br /> EXHIBIT 1 STATE ROAD 60 IMPROVEMENT PROJECT SCHULKE , BITTLE & STODDARD , L . L . C . <br /> ATTACHMENT A CML & STRUCTURAL ENGINEERING LAND PLANNING m EWRONMENTAL PERMIMNG <br /> CERTIFICATION OF AUTHORIZATION NO-: 00008668 <br /> SCALE 1 : 800 INDIAN RIVER COUNTY , FL 1717 INDIAN RIVER BLVD. , SUITE 201 VERO BEACH , FLORIDA 32960 <br /> TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers . com <br />