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c <br />I <br />E <br />Know what's below. <br />Call before you dig. <br />CAUTION!!MANY EXISTING UNDERGROUND UTILITIES EXIST <br />IN THE AREA. THE UTILITIES SHOWN ON THIS <br />PLAN ARE FROM SURVEY AND AVAILABLE PLANS <br />ONLY -THE INFORMATION IS VERY UNLIKELY TO <br />13E COMPLETE OR PRECISE. THE CONTRACTOR <br />IS RESPONSIBLE FOR DETERMINING THE <br />HORIZONTAL AND VERTICAL LOCATION OF ALL <br />UTILITIES SHOWN OR NOT SHOWN PRIOR TO <br />CONSTRUCTION. CONTRACTOR SHALL BE <br />RESPONSIBLE FOR ANY REPAIRS TO UTILITIES <br />DUE TO DAMAGE DURING CONSTRUCTION <br />CONTRACTOR SHALL NOTIFY THE ENGINEER OF <br />ANY DISCREPANCIES ON THE PLANS. <br />o I / <br />U) <br />EXISTING SANITARY PROP. SSMH #2 <br />SEWER. I ST: 4103.17 <br />PROP. SSMH #1 RIM: 26.00 <br />r"00 <br />INV IN., 1� 0 <br />STA: 1+76 INV OUT. �99.8 <br />RIM 26 00 0/� <br />0 <br />NV IN 15.15 <br />76'12" STEEL CASING► V OUT <br />PIPE PER UPRR I __df11N 11505 <br />STAND <br />I I I► S SS_ SS <br />S: <br />EX. SSMH #9 76 LF OF 6" @ 1.0% 227 LF OF 6" @ 2.0% <br />EX STA: 238+50.00Ci <br />RIM: 28.82 1 <br />INV N: 14.29 1 <br />S <br />INVTHRU: 11.79 ► (�, \ <br />i �o. <br />N17'00'28"W <br />300.4' <br />F6- <br />I I I <br />U <br />0 m <br />q�, <br />)> <br />L <br />U ZD <br />II <br />L -x -x -x )> <br />NEWTON ROAD <br />ff <br />40 40 <br />z <br />1 04 <br />U) <br />F + z- <br />35 <br />35 <br />—UJ x- U) m <br />I t <br />;t C6 6 z <br />oat00 <br />EL U) Q� U, Q� I <br />30 0 <br />LL 30 <br />C13 <br />76- 12" STEEL CASING W <br />EXISTING SURFACE <br />F- <br />_ <br />— — — ULI <br />25 7 26 <br />m <br />PIPE PER UPRR W - <br />STANDARDS O� 20 <br />20 2 W/ LO <br />@ + <br />W <br />76LFOFU,Pvc@i % �2 <br />>> <br />0 <br />1.5 <br />zz <br />10 10 <br />>> <br />6 60+00 1+00 2+00 3+00 4+00 5+00 <br />SS LINE A <br />KEY MAP <br />NOT TO SCALE <br />GRAPHIC SCALE IN FEET <br />0 30 60 120 <br />< <br />HORIZONTAL Lim? d 0 <br />0 3 6 12 ZO <br />VERTICAL <br />Z' <br />-0 <br />z -0 <br />.< 6 <br />LEGEND >% izi <br />W <br />CU .0 Z. <br />PROPERTY LINE <br />PROPOSED SANITARY <br />SEWER <br />-SS—SS <br />(GRAVITY) <br />EXISTING SANITARY SEWER 0 <br />-S— <br />@ <br />(GRAVITY) <br />—FM PROPOSED FORCE MAIN <br />PROPOSED SANITARY SEWER <br />MANHOLE <br />EXISTING SANITARY SEWER <br />(D MANHOLE <br />PROPOSED PUMP STATION <br />GENERAL UTILITY NOTES <br />1. SEWER PIPE MATERIAL SHALL BE SDR 26 PVC, <br />EXCEPT AS OTHERWISE NOTED. ?,0FESSj10 <br />2. INSTALL SANITARY SEWER MANHOLE PER 1) \P, C. <br />DETAILS SD52A, SD53, SD54, AND SD55, ON <br />SHEET C-604. 13 <br />3. INSTALL SANITARY SEWER LINE AND 4 r <br />LATERALS PER DETAILS SD60 AND SD60A ON <br />SHEET C-604. <br />4. INSTALL SANITARY CLEAN OUT PER DETAIL 1, lvO o. I <br />of CA01 <br />SD64 ON SHEET C-604. <br />5. TRENCH SECTION, POUR CONCRETE SLURRY z y 0 <br />CAP PER DETAIL SD51A ON SHEET C-604. CN 3: 2- y <br />N 0 <br />Ill00 m: <br />- N U) <br />0 C:, C', W <br />of -'r �g- Ld <br />Q -It C14 <br />co W <br />z Z <br />W o <br />UIL < 0 <br />:5 <br />Z <br />Q� <br />Z 0 <br />11 <br />zi <br />FII <br />D� <br />0 < <br />Z <br />LL - <br />0 0 LU U) <br />LU C) z <br />Of <br />0 < azo <br />a - <br />LU <br />cl) <br />< D 0 <br />cl) < L) <br />Z <br />0 <br />U) <br />C-603 <br />40 40 <br />z <br />1 04 <br />U) <br />F + z- <br />35 <br />35 <br />—UJ x- U) m <br />I t <br />;t C6 6 z <br />oat00 <br />EL U) Q� U, Q� I <br />30 0 <br />LL 30 <br />C13 <br />76- 12" STEEL CASING W <br />EXISTING SURFACE <br />F- <br />_ <br />— — — ULI <br />25 7 26 <br />m <br />PIPE PER UPRR W - <br />STANDARDS O� 20 <br />20 2 W/ LO <br />@ + <br />W <br />76LFOFU,Pvc@i % �2 <br />>> <br />0 <br />1.5 <br />zz <br />10 10 <br />>> <br />6 60+00 1+00 2+00 3+00 4+00 5+00 <br />SS LINE A <br />KEY MAP <br />NOT TO SCALE <br />GRAPHIC SCALE IN FEET <br />0 30 60 120 <br />< <br />HORIZONTAL Lim? d 0 <br />0 3 6 12 ZO <br />VERTICAL <br />Z' <br />-0 <br />z -0 <br />.< 6 <br />LEGEND >% izi <br />W <br />CU .0 Z. <br />PROPERTY LINE <br />PROPOSED SANITARY <br />SEWER <br />-SS—SS <br />(GRAVITY) <br />EXISTING SANITARY SEWER 0 <br />-S— <br />@ <br />(GRAVITY) <br />—FM PROPOSED FORCE MAIN <br />PROPOSED SANITARY SEWER <br />MANHOLE <br />EXISTING SANITARY SEWER <br />(D MANHOLE <br />PROPOSED PUMP STATION <br />GENERAL UTILITY NOTES <br />1. SEWER PIPE MATERIAL SHALL BE SDR 26 PVC, <br />EXCEPT AS OTHERWISE NOTED. ?,0FESSj10 <br />2. INSTALL SANITARY SEWER MANHOLE PER 1) \P, C. <br />DETAILS SD52A, SD53, SD54, AND SD55, ON <br />SHEET C-604. 13 <br />3. INSTALL SANITARY SEWER LINE AND 4 r <br />LATERALS PER DETAILS SD60 AND SD60A ON <br />SHEET C-604. <br />4. INSTALL SANITARY CLEAN OUT PER DETAIL 1, lvO o. I <br />of CA01 <br />SD64 ON SHEET C-604. <br />5. TRENCH SECTION, POUR CONCRETE SLURRY z y 0 <br />CAP PER DETAIL SD51A ON SHEET C-604. CN 3: 2- y <br />N 0 <br />Ill00 m: <br />- N U) <br />0 C:, C', W <br />of -'r �g- Ld <br />Q -It C14 <br />co W <br />z Z <br />W o <br />UIL < 0 <br />:5 <br />Z <br />Q� <br />Z 0 <br />11 <br />zi <br />FII <br />D� <br />0 < <br />Z <br />LL - <br />0 0 LU U) <br />LU C) z <br />Of <br />0 < azo <br />a - <br />LU <br />cl) <br />< D 0 <br />cl) < L) <br />Z <br />0 <br />U) <br />C-603 <br />C-603 <br />