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CONSTRUCTION NOTES: 21 a Q Q Q Q zED Q � ❑1 CMU BLOCK BUILDING PER STRUCTURAL AND ARCHITECTURAL DRAWINGS. O O O O O � < z a 0 0 N p � p 0 ❑2 INSTALL CONCRETE PUMP BASE PER STRUCTURAL PLANS. Y N = z 3 INT 4 " T HEADER. TIN R TI D ~ � INSTALL 2 0 CML & ECS EEL EADE FABRICATION PER DETAIL L J J W � o O ❑ M 4.1 _ �, o cn v � � O � � � z o oQ � � z Q v c.D O ® INSTALL 42"0 CML & EC STEEL HEADER. FABRICATION PER DETAIL M4.1 w W Z w O w ❑5 INSTALL 42"00" CML & EC STEEL TEE, FLG'D. p U p N a Q ww u © INSTALL 42"0 CML & COATED STEEL PIPE SPOOL. FABRICATION PER DETAIL M4.1 Q > Z o Q � z J U5 w p J D ❑7 INSTALL 42" FLG'D CONNECTION BETWEEN CML&C STEEL PIPE & HDPE PIPE FLANGE ADAPTER. 12 > w w o FLANGED JOINT SHALL COMPLY w/ PLASTIC PIPE INSTITUTE TECHNICAL NOTE 38. 12 \ w CD < o ® INSTALL 48"x42" DR32.5 HDPE REDUCER. � � � -cU-) ❑9 INSTALL 30"-90° CML & COATED STEEL BEND, FLG'D 2N N N N m U „ 6$-6p) 3 -1 5 TYP. 2-6 0( ) 1 O1 5'-6 10 INSTALL 30 FLG'D CONNECTION BETWEEN CML&C STEEL PIPE & HDPE PIPE FLANGE ADAPTER. TYP. O ❑1 a a a o FLANGED JOINT SHALL COMPLY w/ PLASTIC PIPE INSTITUTE TECHNICAL NOTE 38. o 11 INSTALL 10"0 CML & EPDXY COATED STEEL IRRIGATION HEADER. FABRICATION PER DETAILM4.1 19 20 19 21 — — — — — — NEER Edi 12 INSTALL 14"x10"-90° CML & EPDXY COATED STEEL BEND, FLG'D. O ❑5 ❑3 ® �P`' �oR ado = = I o oo O 13 INSTALL ±32 L.F. OF 14 CML & COATED STEEL PIPE. J W VO 14 INSTALL 20" WALL PIPE SLEEVE PExPE w RUBBER CHECK VALVE PER DETAIL `' O 15 INSTALL PUMP VANE. FABRICATION PER DETAIL o�`��S193 *SSP Q w 16 ROLL UP DOOR FOR EQUIPMENT REMOVAL(10'Wx8'H). I a ' I° p 071p FFE 13.00' z z _ _ __ __- -- ---------- -- - --- --,-- ---------� -- ___3 - -------- --------- -__-_-- -- __Z o �__�_ - c � O 17 INSTALL 2" BALL VALVE. / / / / / // // ❑ \ \ \ \ \ \ \ \ \ a _a__ __ ____ ______ _ _ �____4__ a - w� o \ Q z 18 INSTALL 3 EQUIPMENT PAD. SEE STRUCTURAL PLANS. /\//\//\//\//\ // / \//\//\//\ ' ' ' ' I I �� // // / z� J w w ❑ ❑7 \\ \\ \ \\ \\ \\ �\ \ \ \�. Q N w z // // // // // // // 10 //// ,�////////// ❑ M AX. W.S. ,/ z U Q U z 19 INSTALL 6 AIR RELEASE VALVE PER DETAIL /\\j\\j\\j\\j\\j\\j\\j\\j \/\/\/ EL. 10.00 `� = � //\//\//\//\//\//\//\/ /� �\//\//\ Q , (TYP.) 20 ROOF OPENINGS FOR PUMP REMOVAL, SEE STRUCTURAL PLANS. \\ \\ a uj pow o uj 21 ROOF OPENINGS FOR PUMP REMOVAL, SEE STRUCTURAL PLANS. //� I I I I Q � Z `° z z`" 30 DR 32.5 HDPE LAKE �i a I 20" PVC L z " CL N RECIRCULATION, SEE CIVIL \, a s LAKE W.S. w x 0 W dQ � W 0� DQ UQ PLANS FOR CONTINUATION EL. ±5.00 C' a INV. EL 4.67 13 AA a 42" DR32.5 HDPE TRANSITION ® I I I I I TO 48" DR 32.5 HDPE TO LEVEE, 00 a SEE CIVIL PLANS FOR CONTINUATION I Q POPERTY CONCRETE WALL ANTI-VORTEX g a O LINE SYSTEM, SEE STRUCTURAL PLANS I I I I I a 42"0 STEEL MAIN 16 I I I I I X/ N cT '' FG 12.00' o I J 20 I.E. -9.00 arin 0 I J H =4 �'q u FFE —11.67 48" HDPEcy) w I.E. 5.00' 42" STEEL FLANGEo x a a ° o x ° <c a 1 Q < 4 ° a -1 42" HDPE FLANGE ADAPTER ° 0 0 ±6 L.F. OF 48" w/ S.S. BACK UP RING HDPE 15 SECTION A a TO PROPERTY LINE. 48"x42" HDPE REDUCER (TYP. 5) SEE O'DELL PLANS » FOR CONTINUATION SCALE: 1/4" = l'-O" SECTION D ® d SCALE: 1/8" = 1'-0" \� o N - - - - - - - - - - - - - - - - - - � o nn a 35'-0» vU a I o Q MIN. � o f - 00 ° 15 0�, a a o m Q 12 ol 3'-0» o T 0 "' I 14 33(TYP.) o Il N I O1 � - Q u 2,-6„ 3,-0» 6'-0„ o a, v o � L MIN. MIN. MIN. „ - o i °' :0 4 -6 12 (TYP. 5) 4 -6 J _ TYP. 15 TYP. � a, Q o C16 _0_F 7f W - a o o o 5 a Z a O f1 — w O o 17 17 17 I ,, I � o CD Z, ° 00a U)16 (TYP.) 18 ® ® 18 1 _ V I I (D Ln n (� O L , Ln Q_� E a � � 1 4 15 15 _ ° a oo a - a a s a a a o 0 a - v � N - 3,-1„ 5,-6„ 2 -3 II CD ol TYP. 4'-6" - 27'-4" 6'-10" SHEET SECTION B SECTION AA - WET WELL BELOW PLAN VIEW `` o w SCALE: 1/4„ = l'-O” w SCALE: 1/4" = 1'-0" 10 OF 48 SHEETS o 0 JOB NO. 9013-E