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LEGEND: <br />s":7 <br />I it'll � <br />CONNECT TO 8"0 DIP WATERMAIN <br />(CONTRACTOR TO FIELD VERIFY LOCATION & INVERT) <br />—90' BEND <br />I\ <br />IF <br />UT <br />JG i <br />/ t <br />" \ �172.5 LF 8"DIP -- - -- I, it <br />\ I/� HYDRANT AND GATE VALVE <br />F AND 6 LF 6"0 DIP / <br />\ o'` 8"X6" REDUCER <br />15.5 LF 8" DIP <br />\ 90' BEND <br />/ \ 11.2 LF 8" DIP <br />45' BEND ® 15.7 LF VO COPPER WATER SEI <br />ADJUST RIM TO MATCH <br />l <br />I <br />PROPOSED STORM SEWER <br />PROPOSED WATER LINE <br />PROPOSED SANITARY SEWER <br />PROPOSED FITTING <br />PROPOSED WATER SERVICE <br />PROPOSED SANITARY SERVICE <br />PROPOSED SANITARY MANHOLE <br />PROPOSED FLARED END SECITON <br />PROPOSED STORM MANHOLE <br />PROPOSED CATCH BASIN <br />PROPOSED GATE VALVE & BOX <br />PROPOSED HYDRANT <br />PROPOSED CLEANOUT <br />PROPOSED RIP RAP <br />UTILITY GENERAL NOTES: <br />X <br />66666 <br />SCALE: 1" = 20' <br />1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS. <br />2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK <br />AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT <br />LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK. <br />3. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH <br />GRADING PLAN AND EXISTING UTILITIES, PARTICULARLY WITH EXISTING STRUCTURES <br />AND/OR PAVEMENTS TO REMAIN. <br />4. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AS <br />EXISTING IN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT <br />THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. <br />5. WATER LINE TO MINIMUM 8.0 FEET DEPTH. <br />6. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION WITH <br />NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES. <br />7. ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF THE EXISTING UTILITIES ARE <br />BASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY. <br />8. ALL STORM SEWER SHALL BE PVC SCHEDULE 40 WHEN LESS THAN 8" IN DIAMETER. ALL <br />RCP STORM SEWER SHALL BE CLASS V PIPE UNLESS OTHERWISE NOTED. ALL HDPE <br />STORM SEWER SHALL BE DUAL WALL HIGH PERFORMANCE POLYPROPYLENE PIPE AND <br />SHALL CONFORM TO AASHTO M330. <br />9. ALL WATER LINES 4" OR GREATER SHALL CONFORM TO AWWA C900 OR GRADE PE-3408 <br />OR GRADE PE4710 PIPE AND SHALL BE RATED FOR 200 PSI. ALL WATER LINES LESS THAT <br />4" SHALL CONFORM TO AWWA C901 SIDR 7 (HDPE WATER LINE) OR TYPE K COPPER PIPE. <br />10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO CONSECUTIVE PASSING <br />BACTERIOLOGICAL TESTS FROM THE PROPOSED WATER SERVICE. <br />11. THE APPLICANT SHALL BE RESPONSIBLE FOR REPLACING ANY CONCRETE PAVEMENT <br />WHICH IS DAMAGED OR REMOVED AS A RESULT OF THE PROPOSED WATER, SANITARY, <br />STORM SEWER SERVICE INSTALLATION. <br />12. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE <br />TREATED PRIOR TO BEING DISCHARGED OFF -SITE OR INTO A SURFACE WATER. THE <br />DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. <br />NO DEWATERING IS EXPECTED FOR THIS SITE DUE TO SANDY SOIL CONDITIONS. <br />13. ALL EXISTING CASTINGS FOR SANITARY SEWER AND STORM STRUCTURES WITHIN <br />PROPOSED WORK AREAS THAT ARE WITHIN THE CITY RIGHT OF WAY WILL BE REPLACED <br />IN KIND. <br />14. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN FOR PAVEMENT REMOVAL, <br />UTILITY INSTALLATION, AND REPLACEMENT AS NEEDED. <br />15. CONTRACTOR SHALL CONFIRM FINAL ROOF DRAIN LOCATIONS WITH ARCHITECTURAL <br />DRAWINGS. <br />z <br />O <br />H <br />a <br />U <br />LU <br />w <br />0 <br />w <br />H <br />w0 <br />z <br />N <br />N <br />o <br />0 } <br />o F <br />U <br />O <br />O <br />m <br />N <br />NO <br />F <br />O <br />N <br />m <br />m <br />m <br />o LU <br />.. <br />z <br />z <br />LU - <br />O <br />Q <br />w <br />w <br />C>9LU <br />2 > <br />O U <br />o-o-o.L.. <br />Q� <br />w <br />z <br />D <br />M a m <br />QEE� <br />yBy� <br />0 <br />Z � o <br />(D(D� c <br />ai <br />o m rn <br />N <br />L B �a) U) <br />0 <br />zN <br />O C� <br />N <br />m <br />rn <br />N` <br />0 <br />O <br />N <br />I.fi <br />m <br />N� <br />N� <br />n <br />Lu <br />Lu2o <br />�N <br />L <br />W r <br />Lu <br />Yon <br />aQ <br />� <br />W <br />m <br />Ir <br />(D U) <br />W LL <br />O <br />OZJ <br />Z W Q <br />W N <br />d' N <br />I.I <br />^ <br />W W Z <br />U ro <br />A <br />rQn /v/+� <br />> Z W <br />DUZ <br />~ cNo <br />irN <br />V <br />LLmo <br />OU)LZLIO <br />¢ <br />OJ <br />mW <br />UW <br />Lu z <br />z � <br />Q <br />J <br />* <br />C <br />U <br />0 <br />u <br />Dz <br />Cl <br />Lu <br />Lu <br />i <br />L <br />zQ <br />O <br />H <br />L <br />L <br />Lu <br />1 <br />z <br />w <br />o <br />° <br />U <br />A <br />y NowI C3 <br />