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,1, <br />C <br />ON <br />SEE SHEET 14 FOR <br />CONTINUATION OF 15" <br />S.S. SEWER & OTHER <br />I IMPROVEMENTS <br />QE <br />P (INCLUDES <br />ALL AREA WITHIN FENCE)-- <br />BERKELEY ROAD <br />pyy� 1 <br />& GATE �—FC <br />i <br />NORTH i <br />4'_ ON 4�-0'' 6'-C" <br />6' GATE <br />i (TYP. OF 2) <br />r ----BOLLARDS 04 - BACK OF WALK <br />4'--0" MAX. <br />SPACING, SEE 37 <br />_ s s <br />a �� \ <br />,­P.U.E. <br />a <br />I T WELL <br />i+L _ i--6" D•I.P._00 \ <br />} PUMP-'- 1 N TRANSFORMER <br />WET WELL I PADS <br />00 <br />CONTROLS—' <br />I VALVE VAULT <br />I SEE SHT. 36 <br />$'-0" 3'--0" 11'-Q" MIN. FOR DIETS <br />I - - <br />"' 1'-3" 36'-0" ' <br />r <br />PROPERTY LINE <br />I <br />• I <br />• I <br />SITE PLAN <br />1 /8"=V-0" <br />I <br />NOTES <br />1. All miscellaneous metal in the wet well shall be <br />fabricated from stainless steel. <br />2. All exposed edges of the concrete work shall have 3/4" <br />chamfers. <br />3. Unless otherwise noted, concrete shall be a type V <br />sulfate resists t with 28 day compressive strength of at <br />least 0 psi. 1 <br />4. Reinforcing steel shall be ASTM 615 grade 60. <br />5. All penetrations of concrete walls by pipes shall be <br />sized to accommodate the largest of the following. <br />A. The pipe plus one inch of clear space all around <br />the pipe. <br />B. The passage of bell ends or flanged ends if such <br />passage will be required for assembly. <br />C. Placement of a mechanical seal around the pipe if <br />mechanical seals will be used. <br />6. Valve vault penetrations shall be made water tight with <br />high strength, non —shrink grout tightly packed in the <br />annular space for the full thickness of the wall. <br />7. Please see the civil drawings for the trench sections. <br />ul <br />U3 <br />z=WMINOR <br />O F—. <br />00 Q � <br />coy Z J <br />~ Q 0 <br />�a-0 <br />J co � <br />W0) <br />az QD <br />ZW � C3 <br />M <br />rrr Z <br />>_cQ5 <br />aQJa <br />a: a. FL O <br />oZ <br />�°Wz <br />WCO Q <br />~W �0Z <br />J <br />Q 46 <br />a. 0 <br />Z <br />Y <br />O <br />>s <br />2 <br />n 0 <br />WiO w�Li YC9 Mvj <br />a <br />r <br />U <br />U <br />r � <br />m <br />r <br />• <br />Z <br />w <br />Z� <br />n� <br />s <br />o <br />W <br />W <br />w <br />U <br />LLj <br />0 <br />W <br />Q <br />0 <br />W <br />N <br />5 <br />w <br />rn <br />w <br />a <br />a <br />C] <br />a <br />SHEET NO. <br />35 <br />OF <br />39 SHEETS <br />JOB NO. <br />951064-21 <br />DWG <br />