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TYPICAL PUMP STATION 6TATION LAYOUT ion E.KaASKEF Q I uj
NO:.SLAL.E ELCV 158:80 START LAG Fuhp 1 Ell
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ELE=K 151.80 5-TART LEQD_.
(TOP Or C&C PUMP': C9HOWN OUT OF PROjfcj ION
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6 41 PVC, FLOAT 6UIpr5 4' ° GKOuT (TYPICAL) \ \ LOYER t,`.FRAME. i
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ALUM, L- 31.931x%1 SUPPO RT FOR. jn(z K54I a). PuMP suoTloN P, PLaTAui
FLEX CONN. LLWIP PIPS TO 6UPPORTS 005
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Cni1VEtJT� 8 NN 1511 WIGEI.ADl7ER 1 1 a (2 REQ p) e
A I i - PUMP STATION 13
r 7- ( ,.._ START LAO, - -PUMP HW- L,LP`izl'I -ELEV, 183,50 NO SCALE 3 r!
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LOWER PLAN jy tO
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=7HOWN OUT OF PROD ELTIONj _ TO aNO. 53 rouxopv
CO. xo. 593,
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PAVEMENT FOR LOCATION. J
15LOcK1r q
LANE, FILL-/ NO LONTROL FLOATS - SECTION IP'O PIPE AS 9FQUIRElP,
SECTION. A.-A CONCRETE ,E" EL W
APPROVED VpTERTIGNT PEA GRAVEL Y
PLUG OR CAP AT END I- SEVER PIPE
PUMP STATION Ibl NO SCALE &INN. - E NO SCALE SEVERFNto Elr AA11T 1RY SEWERS. 70,✓5 4•!RP -
RIVATELY MANTA / /VED _ FORCE MAIN CLEAN OUT IDE7 AIL_
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