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CONSTRUCTION NOTES ;r 8" C900 PVC BYPASS TO �_ w z � ❑1 CMU BLOCK BUILDING PER STRUCTURAL AND ARCHITECTURAL DRAWINGS. ♦ ��e �� AIR GAP STRUCTURE, SEE o N l-_ o \ X_ o o w � SHEET M4.0 "' ❑2 INSTALL CONCRETE PUMP BASE PER STRUCTURAL PLANS. Y N z D I I I I Q C-;, o ❑3 INSTALL 42"0 CML & EC STEEL HEADER. FABRICATION PER DETAIL M4.1 I I 1 1 20" PVC DRAIN FROM AIR GAP _ Q � Q I I STRUCTURE, SEE SHEET M4.0 o z `-' J � L-1 o C) � � Ln � (n � ® INSTALL 42"0 CML & EC STEEL HEADER. FABRICATION PER DETAIL E , I I J " w o Z Q Q z o O w M4.1 l i ® Z J Z � W cn 0 INSTALL 42"x30" CML & EC STEEL TEE, FLG'D. 1 U C © INSTALL 42 CML & COATED STEEL PIPE SPOOL. FABRICATION PER DETAIL M4.1 INSTALL 48 DR32.5 HDPE INTAKE 1 0 o N Z uj o Q w c� [ INSTALL 42" FLG'D CONNECTION BETWEEN CML&C STEEL PIPE & HDPE PIPE FLANGE PIPE. (TYP. 2) SEE CIVIL PLANS FOR 27 1 I 4 z w o o J ADAPTER. FLG'D JOINT SHALL COMPLY w/ PLASTIC PIPE INSTITUTE TECHNICAL NOTE 38. CONTINUATION 59'-11" 1 I I ' Q Q ® INSTALL 48"x42" DR32.5 HDPE REDUCER. TO LAKE 3 ---� - I I o N \ o Q z 18"0 DR 32.5 HDPE �' °° � o FILL LINE. _ o o Q cn 9 INSTALL 30"-90° CML & COATED STEEL BEND, FLG'D. I I I I cn V) N N r w J / I I I N N N N m U 10 INSTALL 30" FLG'D CONNECTION BETWEEN CML&C STEEL PIPE & HDPE - - - - - - - - - - - - - - - PIPE FLANGE ADAPTER. SEE NOTE 2. z � � 11 INSTALL 10"0 CML & EPDXY COATED STL. IRRIGATION HEADER. SEE DETAIL F I -- -- I CD 3" S.S. AERATION LINE 5'-p» 3" S.S. AERATION SNEER M4.1 20 _ _ _ _ TO ALL OTHER LAKES LINE TO LAKE 3 G Edi 12 INSTALL ±32 L.F. OF 14" CML & COATED STEEL PIPE. -� r o�P`'o�oR ado � o �7 13 INSTALL 14" FLG'D CONNECTION BETWEEN CML&C STEEL PIPE & HDPE - - - - N > U � PIPE FLANGE ADAPTER. SEE NOTE 2 --- ----�--!— -------- —!-- -------------��-- # # 24 LLI o 14 INSTALL REMOVABLE GENERATOR EXHAUST ACOUSTIC LOUVER DOORS PER A j ' 1 oa ado ZW `'� o ❑ OPENING SIZE: 70"W x 106"H MIN. . M4.2 I I I I 1 0,��,�e *"�' = (MIN.). I I I II s193� = 15 FABRICATE AND INSTALL REMOVABLE EXHAUST DUCT. RADIATOR OUTLET 23 1 (TYP. 2) 16 15 (TYP. ) 24 12 1 m SIZE 44"x48", MATCH LOUVER DOOR 22 ; B 40 '� _ o z 19 5 I 3 4 1.1 I o IIII z 16 INSTALL GENERATOR EQUIPMENT PAD PER STRUCTURAL PLANS. 1 ; 21 27 14 ; 14 ; ; 1 11 OfN o Q o 17 INSTALL HOSE BIB PER DETAIL E ' t --a ' 35 ' L_L— i z� J�' Ld z M4.2 o ; 11111 ; ; a� 5 11 zv U� aN cW z bi i 18 CONTRACTOR TO INSTALL 1" WATER SERVICE FROM CITY METER ; 33 41 C 4 }�o I N TO PUMP STATION. ' 1 I 1 419 1 1 1 1 m o w i ' - III ' 3 II 11 w� ooh o 0 19 ROLL UP DOOR FOR EQUIPMENT REMOVAL (10'Wx8'H) I 12 I w z Z Z�, w " 1 18 18 18 18 , 1 1111 wowwa Q NNw 20 INSTALL 20 FLEXIBLE STEEL COUPLING OR EQUAL. - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - = z x "1 w aQ d w o 21 LIMIT OF CONCRETE PAD FOR LOX TANK AND SERVICE. 23 20 SEE STRUCTURAL FOUNDATION PLAN. 17 �1 i , 17 1� I ® - - - O o 1� � - - 14"0 - - - - 22 INSTALL PIPE BOLLARD PER DETAIL F 6 �- I , e , C � ; o M4.2 7 / I 2 11 1 I O O 11 ' ' ' i i - - - 11 i �o0po CHLORINE \ 23 CONCRETE LANDING PER STRUCTURAL PLANS. 10 1 , (TYP. i i (iTYP. + i i + , , .00 ® ; 12 I I I. A 1 I ; , I , , I INJECTION „ I L-J LJ L-_ LJ f I 24 INSTALL 2 BALL VALVES. M1.1 _ J L o° 28 POINT 25 OZONE GENERATION AND INJECTION , 112 I 1 1 14'-0" SYSTEM PLAN PER SHEET M2.0. --- -- _---- --------------- - --- ----------- -------- --- ' i ------------- --- ---- -------------- ------------------------------- --------------------- ----- ---------------- --- ----1 I N O 26 INSTALL DRAIN SYSTEM PER SHEET M3.1. ; 2 (TYP.) / I Q O ® 28 00000 oo�uo ouoo - - - 16 24 15 I a / D`b� I 13 - _28 - I 1 1 1 1 Q HLORIN E- 28 INSTALL PVDF TUBING (CHLORINE) IN g 1 26 I 2" SCH. 40 PVC EMBEDDED IN FLOOR. A 11 14'-11" 6'-0" 14 I 29 ROOF OPENINGS FOR PUMP REMOVAL, i 6 25 7 25 ° I I SEE STRUCTURAL PLANS. I ® INSTALL 48"0 DR32.5 HDPE 13 ALUM - 27 INSTALL VALVE VAULT 0 STORMWATER EVACUATION I m ® Iuj STRUCTURE PER DETAIL M4.0 SEE CIVIL PLANS FOR I N 19 C � I I I I I � ' � 13 CONTINUATION 17 o z » I I I I II II PANEL 30 28 10 11 17 2 -0 I MISC MISC PLC » » M C C S.S S.S S.S MAIN ' I L II O PIPING CONSTRUCTION NOTES: 3"O 316 S.S. OZONATED 1. ALL ABOVE GROUND PIPE & FITTINGS SHALL BE CML & EPDXY COATED STEEL PIPE. WATER INJECTION POINT & i 25 I ' 1 I I nn BURIED STEEL PIPE & FITTINGS SHALL BE CML & COATED. SEE SPECIFICATIONS. VAULT PER SHEET M4.0 ; 0 MIXING I I I Q 2. HDPE LAP-JOINT FLANGE ASSEMBLY SHALL COMPLY w/ PLASTIC PIPE _ _ _ _ ; I VALVES 1 I I I 0 INSTITUTE TECHNICAL NOTE 38. _ _ 25 INSTALL 3 S.S. TO 3. BECAUSE OF OXYGEN AND OZONE SERVICES, ALL 02 AND 03 GAS --_-1 --_ o PVC TRANSITION I 1 1 1= a a PIPES,INSTRUMENTS AND FITTINGS MUST BE COMPLETELY OIL AND GREASE SEE NOTE 2 29 - -+ ------' (TYP.) `s, I I I o CHLORINE AND ALUM INJECTION FREE. CLEAN PIPES ACCORDING TO THE COMPRESSED GAS ASSOCIATION (CGA), I I „ 23 I I 1111 I 1 � � a CHAPTER G-4.1, CLEANING EQUIPMENT FOR OXYGEN SERVICE . THE LINES, PVDF TUBING IN 2 I I I a APPROPRIATE METHOD MUST BE DETERMINED AND UTILIZED BASED ON THE SCH. 40 PIPE SLEEVE CONTAMINATION THAT IS PRESENT. THE RESPONSIBLE CONTRACTOR TO USE A 18 QUALIFIED OXYGEN CLEANING COMPANY FOR THIS SERVICE. ALL ACCESSIBLE 1 I I 1 1 1 1 I I Q N PIPING SHALL BE CHECKED WITH A BLACK LIGHT TO ASSURE NO CONTAMINANTS REMAIN. 21 g III I I o 25 8 I ' I II II I I o Q 22 I 1 1 O O 1 1 I I �I I 111 21 11 1 1 00000000 6"0 SCH. 80 PVC IRRIGATION FILTER I o 00000000 BACKWASH PIPE TO SEWER, SEE I 1 TRANSFORMER II 00000000 I I II 1 00000000 CIVIL PLANS FOR CONTINUATION 11 I I 0000000000000000 III 0000000° 1111 I j = � U � I I I I I I •- 14 0 DR 32.5 HDPE IRRIGATION I I a � Q INSTALL 30"0 I �, .� DR32.5 HDPE LAKE LINE, SEE CIVIL PLANS FOR I I I = RECIRCULATION LINE ro CONTINUATION 111 I I W � O O 1 I II II I I III a CD 1 1111 I I o o 3" SCH. 40 PVC I 1 1 1 1 1 AERATION LINE i V = a)G 0 0 0 0 o TO LAKE 3 Ln I 3 SCH. 40 PVC I Q a o I II 22 AERATION TO ALL I I I z I (TYP.) OTHER LAKES I I II ICD I I I Z L 1Ln Q CD I I II o U SHEETCD 4' 2� p 4' 8' MECHANICAL LAYOUT 65 TO PROPOSED & 18"� DR 32.5 HDPE FILL LINE. 0 O SCALE: 1/4)) = 1 -0 w EXISTING LAKES SEE CIVIL PLANS FOR CONT. 9 of 48 SHEETS SEE CIVIL PLANSCD 0 JOB NO. 9013-E