Drawings - Peak Engineering and Construction Ltd
Drawings - Peak Engineering and Construction Ltd
Drawings - Peak Engineering and Construction Ltd
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SHEET NUMBER<br />
00 000-G-0001 COVER SHEET / INDEX TO DRAWINGS<br />
31<br />
01<br />
02<br />
03<br />
04<br />
05<br />
06<br />
07<br />
08<br />
09<br />
10<br />
11<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
DRAWING<br />
000-S-2001<br />
000-S-5010<br />
000-A-2001<br />
000-A-2002<br />
000-A-5001<br />
000-D-2001<br />
000-D-2002<br />
000-D-2004<br />
001-D-1001<br />
000-M-0001<br />
000-M-1001<br />
000-M-1002<br />
000-M-1003<br />
000-M-0002<br />
000-M-0003<br />
000-M-0004<br />
000-M-0005<br />
000-M-0006<br />
000-M-0007<br />
000-M-0008<br />
TITLE OR DESCRIPTION SHEET NUMBER<br />
000-S-5001 STRUCTURAL: DETAILS<br />
000-S-5011<br />
000-D-5001<br />
PROCESS MECHANICAL: GROUND FLOOR PLAN<br />
000-D-2003 PROCESS MECHANICAL: PARTIAL SECOND FLOOR PLAN (2)<br />
000-D-2005<br />
000-D-2006<br />
000-D-2007<br />
000-D-5002<br />
000-M-0009<br />
ARCHITECTURAL: DETAILS<br />
PROCESS MECHANICAL: PARTIAL SECOND FLOOR PLAN (1)<br />
BUILDING MECHANICAL: HVAC LEGEND<br />
BUILDING MECHANICAL: DEMOLITION GROUND FLOOR PLAN<br />
BUILDING MECHANICAL: DEMOLITION SECOND FLOOR PLAN<br />
BUILDING MECHANICAL: HVAC AIRFLOW SCHEMATICS AND CONTROLS (1)<br />
BUILDING MECHANICAL: HVAC AIRFLOW SCHEMATICS AND CONTROLS (2)<br />
BUILDING MECHANICAL: HVAC AIRFLOW SCHEMATICS AND CONTROLS (3)<br />
BUILDING MECHANICAL: HVAC AIR FLOW SCHEMATICS AND CONTROLS (4)<br />
BUILDING MECHANICAL: HVAC AIR FLOW SCHEMATICS AND CONTROLS (5)<br />
BUILDING MECHANICAL: HVAC HYDRONIC HEATING SYSTEM UPGRADE SCHEMATIC<br />
BUILDING MECHANICAL: HVAC EQUIPMENT SCHEDULES (1)<br />
BUILDING MECHANICAL: HVAC EQUIPMENT SCHEDULES (2)<br />
000-M-0010 BUILDING MECHANICAL: HVAC EQUIPMENT SCHEDULES (3)<br />
DISTRICT MUNICIPALITY<br />
OF MUSKOKA<br />
PHASE II UPGRADES - HVAC, EQUIPMENT AND PIPING IMPROVEMENTS<br />
STRUCTURAL: SECOND FLOOR PLATFORM PART PLAN, SECTIONS AND DETAILS<br />
STRUCTURAL: STANDARD DETAILS (1)<br />
STRUCTURAL: STANDARD DETAILS (2)<br />
ARCHITECTURAL: GROUND FLOOR PLAN + SCHEDULE<br />
ARCHITECTURAL: SECOND FLOOR PLAN + SCHEDULE<br />
PROCESS MECHANICAL: PIPE GALLERY INSULATION PLAN AND SECTION<br />
PROCESS MECHANICAL: PIPE GALLERY INSULATION SECTIONS<br />
PROCESS MECHANICAL PIPING MODIFICATIONS (1)<br />
PROCESS MECHANICAL PIPING MODIFICATIONS (2)<br />
PROCESS MECHANICAL: DETAILS (1)<br />
PROCESS MECHANICAL: DETAILS (2)<br />
PROCESS MECHANICAL: LOW LIFT PUMPING STATION MODIFICATIONS<br />
BUILDING MECHANICAL: DEMOLITION MECHANICAL ROOM<br />
FAIRYVIEW WATER TREATMENT PLANT<br />
CONTRACT 12-432-253<br />
JULY 2012<br />
32<br />
33<br />
34<br />
35<br />
36<br />
37<br />
38<br />
39<br />
40<br />
41<br />
42<br />
43<br />
44<br />
45<br />
46<br />
47<br />
48<br />
49<br />
50<br />
51<br />
52<br />
53<br />
54<br />
55<br />
56<br />
57<br />
58<br />
59<br />
60<br />
61<br />
62<br />
ISSUED FOR TENDER<br />
DRAWING<br />
000-M-2001<br />
000-M-2002<br />
000-M-2003<br />
000-M-2004<br />
000-M-2005<br />
000-M-5001<br />
000-M-5002<br />
000-M-5003<br />
000-E-0001<br />
000-E-0002<br />
000-E-0003<br />
000-E-2001<br />
000-E-2002<br />
000-N-0001<br />
000-N-0002<br />
000-N-0003<br />
000-N-0004<br />
000-N-0005<br />
000-N-0006<br />
000-N-0007<br />
TITLE OR DESCRIPTION<br />
BUILDING MECHANICAL: HVAC GROUND FLOOR PLAN<br />
BUILDING MECHANICAL: HVAC SECOND FLOOR PLAN<br />
BUILDING MECHANICAL: HVAC ROOF PLAN<br />
BUILDING MECHANICAL: PLUMBING GROUND FLOOR PLAN<br />
000-M-2006 BUILDING MECHANICAL: PLUMBING PARTIAL SECOND FLOOR AND ROOF PLANS<br />
000-M-2007 BUILDING MECHANICAL: PLUMBING DETAILS<br />
000-E-0004<br />
000-E-0005<br />
BUILDING MECHANICAL: STANDARD DETAILS (1)<br />
BUILDING MECHANICAL: STANDARD DETAILS (2)<br />
BUILDING MECHANICAL: STANDARD DETAILS (3)<br />
ELECTRICAL: LEGEND AND ABBREVIATIONS<br />
ELECTRICAL: PARTIAL SINGLE LINE DIAGRAMS AND MCC ELEVATIONS<br />
ELECTRICAL: PARTIAL SINGLE LINE DIAGRAM AND PANELBOARD SCHEDULES<br />
ELECTRICAL: CONTROL SCHEMATICS<br />
ELECTRICAL: CONTROL SCHEMATICS<br />
000-E-0006 ELECTRICAL: CONTROL SCHEMATICS<br />
ELECTRICAL: GROUND FLOOR PLAN<br />
ELECTRICAL: PART SECOND FLOOR PLAN<br />
001-E-1001 ELECTRICAL: LOW LIFT PUMP STATION MODIFICATIONS<br />
000-N-0008<br />
INSTRUMENTATION: ABBREVIATIONS, LEGENDS AND GENERAL NOTES (1)<br />
INSTRUMENTATION: ABBREVIATIONS, LEGENDS AND GENERAL NOTES (2)<br />
INSTRUMENTATION: LOW LIFT PUMPING STATION P&ID<br />
INSTRUMENTATION: FLOCCULATION TANKS AND PRE-TREATED TANK P&ID<br />
INSTRUMENTATION: HIGH LIFT PUMPS P&ID<br />
INSTRUMENTATION: LIME SLURRY SYSTEM P&ID<br />
000-N-0009 INSTRUMENTATION: HVAC P&ID<br />
000-N-0010<br />
000-N-0011<br />
000-N-0012<br />
000-N-0013<br />
BUILDING MECHANICAL: HVAC MECHANICAL ROOM<br />
INSTRUMENTATION: CARBON DIOXIDE SYSTEM P&ID<br />
INSTRUMENTATION: SODIUM HYDROXIDE SYSTEM P&ID<br />
INSTRUMENTATION: TYPICAL WIRING DIAGRAMS (1)<br />
INSTRUMENTATION: TYPICAL WIRING DIAGRAMS (2)<br />
INSTRUMENTATION: INSTALLATION DETAILS (1)<br />
INSTRUMENTATION: INSTALLATION DETAILS (2)
A<br />
B<br />
C<br />
D<br />
N<br />
1070<br />
1 2 3 4 5 6<br />
FILTER AND<br />
TANK AREA<br />
0553-001<br />
TYP<br />
125<br />
AL L75x75x6<br />
SHELF ANGLE<br />
ALL AROUND,<br />
BEAM CONN, SEE<br />
EXISTING TYP<br />
0514-056<br />
CONC CURB<br />
A SECTION<br />
1:30<br />
B<br />
-<br />
0514-056<br />
TYP<br />
SIDE MOUNTED AL RAILING<br />
BOTH SIDES SEE ARCH<br />
SPECIFICATION AND<br />
, TYP<br />
0552-817<br />
PROVIDE NEW POSTS AT<br />
END OF MODIFIED RAILING<br />
TYP BOTH SIDES<br />
AL W150x18<br />
CONN SEE,<br />
SECOND FLOOR PART PLAN<br />
NTS<br />
REMOVABLE<br />
600 SECTION<br />
AL L75x75x6<br />
ON 3 SIDES OF<br />
REMOVABLE<br />
SECTION<br />
SIDE MOUNTED AL RAILING<br />
BOTH SIDES SEE ARCH<br />
SPECIFICATION AND<br />
, TYP<br />
0552-817<br />
EXISTING AL RAILING<br />
TO BE REMOVED AND<br />
MODIFIED<br />
ALUMINUM TOEBOARD<br />
EXISTING TOC<br />
AL L75x75x6 AL L75x75x6<br />
A<br />
-<br />
AL L75x75x6<br />
AL W150x18<br />
T.O. GRATING<br />
EL 297.85<br />
AL W150x18<br />
AL L75x75x6<br />
1900<br />
EXISTING TOC<br />
EXISTING TOC<br />
AL L75x75x6<br />
AL L75x75x6<br />
150<br />
2300<br />
150<br />
44mm THICK<br />
AL GRATING<br />
0553-001<br />
EXISTING<br />
AL RAILING<br />
E<br />
DESIGN<br />
SUPERIMPOSED<br />
LL=7.5 kPa<br />
ALUM RAILING CONTINUOUSLY<br />
WELDED TO 12mm ALUM PLATE<br />
44mm THICK<br />
AL GRATING<br />
0553-001<br />
T.O. GRATING<br />
EL 297.85<br />
AL W150x18<br />
CONN SEE,<br />
0514-056<br />
TYP<br />
N<br />
CUT AND REMOVE EXISTING<br />
CURB AND RAILING.<br />
GRIND DOWN AT LEAST<br />
25mm BELOW SLAB. FILL THE<br />
HOLES WITH NON SHRINK<br />
NON FERROUS GROUT. MATCH<br />
SURFACE FINISH WITH EXISTING<br />
EXISTING AL RAILING<br />
PORTION TO BE<br />
MODIFIED<br />
150 x 150 x 12mm THICK<br />
ALUMINUM PLATE ANCHORED<br />
TO EXIST WALL WITH<br />
4-16M 304 STAINLESS STEEL BOLTS<br />
COMPLETE WITH HILTI RE 500<br />
ADHESIVE A325<br />
B SECTION<br />
1:30<br />
E<br />
A<br />
-<br />
1200 MAX<br />
42.16 DIAMETER SCHEDULE 40<br />
ALUMINUM RAILS, TYP<br />
42.16 DIAMETER SCHEDULE 80<br />
ALUMINUM POSTS, TYP<br />
T/O FIN FLOOR<br />
OR PLATFORM<br />
150 x 150 x 12mm THICK<br />
2205 STAINLESS STEEL PLATE<br />
NTS<br />
MIN BEARING<br />
DIMENSION, SEE NOTE 10<br />
16mm DRILL-IN ANCHORS<br />
@ 450mm CENTERS,<br />
200mm EMBEDMENT AND<br />
AT ENDS, TYP<br />
150<br />
150<br />
EQUAL EQUAL<br />
981<br />
200<br />
125<br />
MIN 150<br />
B<br />
-<br />
DETAIL-A<br />
30 30<br />
SECTION-B<br />
SIDE MOUNTED GUARD ON CONCRETE<br />
NTS<br />
125mm x 6mm CONTINUOUS<br />
ALUMINUM TOE-BOARD<br />
GRATING<br />
BEARING BAR<br />
GRATING<br />
THICKNESS<br />
ATTACH GRATING TO<br />
ANGLE WITH CLAMP<br />
AS SPECIFIED<br />
AL L75x75x6<br />
1.<br />
2.<br />
3.<br />
4.<br />
5.<br />
6.<br />
7.<br />
0552-817<br />
GENERAL NOTES:<br />
50<br />
5<br />
5<br />
304 SST COUNTERSUNK<br />
SELF DRILLING FASTENERS<br />
DRIVEN INTO ROD MIN 10mm<br />
(4 PER POST)<br />
6mmTHICK SST SETTING RING<br />
CONT WELDED TO SST ROD<br />
31.75mm DIAMETER 2205 STAINLESS<br />
STEEL ROD WELDED TO 12 mm<br />
2205 STAINLESS STEEL PLATE ANCHORED<br />
TO CONCRETE WALL WITH 4-16M<br />
304 STAINLESS STEEL BOLTS<br />
C/W HILTI RE 500 ADHESIVE A325<br />
NOTE:<br />
MINIMUM YIELD STRENGTH OF SST ROD<br />
AND PLATE TO BE 450 KPa. WELD ROD<br />
AND PLATE WITH A FILLER METAL OF<br />
MATCHING OR GREATER YIELD STRENGTH<br />
31.75mm DIAMETER 2205 STAINLESS<br />
STEEL ROD WELDED TO 12 mm<br />
2205 STAINLESS STEEL PLATE ANCHORED<br />
TO CONCRETE WALL WITH 4-16M<br />
304 STAINLESS STEEL BOLTS<br />
C/W HILTI RE 500 ADHESIVE A325<br />
GRATING SHALL BE LIGHT DUTY GRATING UNLESS OTHERWISE<br />
NOTED ON DRAWINGS.<br />
FOR SERRATED BEARING BARS, INCREASE GRATING THICKNESSES<br />
SHOWN IN TABLES BY 6mm.<br />
8. BAND ALL EDGES. MATCH DEPTH OF BEARING BAR.<br />
9.<br />
GRATING SPAN SEE PLAN.<br />
STANDARD ALUMINUM GRATING<br />
INDIVIDUAL GRATING SECTIONS SHALL NOT EXCEED 900mm IN WIDTH<br />
OR WEIGH MORE THAN 34 kg, UNLESS INDICATED OTHERWISE.<br />
SHOP DRAWINGS BASED ON FIELD DIMENSIONS SHALL BE SUBMITTED<br />
TO THE ENGINEER PRIOR TO FABRICATION.<br />
METAL SUPPORTS THAT ARE TO BE EMBEDDED IN CONCRETE SHALL<br />
BE TYPE 316 STAINLESS STEEL.<br />
BEARING BAR THICKNESS FOR GRATING TO BE 5mm MINIMUM.<br />
SEE SPECIFICATIONS FOR SPACING OF BEARING AND CROSS BARS.<br />
THE HORIZONTAL CLEARANCE BETWEEN THE GRATING AND<br />
GRATING SUPPORTS SHALL NOT BE LESS THAN 6mm NOR<br />
GREATER THAN 13mm.<br />
10. FOR MIN BEARING HORIZONTAL DIMENSION = 25mm.<br />
0553-001<br />
FILENAME: 000-S-2001.dgn<br />
PLOT DATE: 2012\07\25 PLOT TIME: 6:16:12 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
STRUCTURAL<br />
NTS<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
AT<br />
0<br />
PHASE I UPGRADES<br />
SECOND FLOOR PLATFORM<br />
PART PLAN, SECTIONS, AND DETAILS<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
AT<br />
AT NA<br />
RP<br />
2012/07/27<br />
424251<br />
000-S-2001<br />
01of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
0330-105<br />
CONT KEY ALL<br />
15M@200 EW<br />
15M@200<br />
15M@200 DRIIL-IN DWLS<br />
AROUND RERIMETER<br />
CUT AND REMOVE<br />
100(W)x50 DEEP<br />
AROUND CONC<br />
EQPT PAD, TYP<br />
EXISTING OPENING<br />
1 2 3 4 5 6<br />
DIM TO SUIT<br />
SECTION DETAIL<br />
1 1:20<br />
EXISTING OPENING<br />
4 1:10<br />
NEW OPENING<br />
DIM TO SUIT EQPT<br />
ROUGHEN CONC<br />
SURFACE, TYP<br />
TO SUIT<br />
500 MIN<br />
EXISTING ROOF<br />
TOC EL<br />
TYPICAL EQUIPMENT PAD ON ROOF<br />
PLAN/SECTION<br />
DETAIL<br />
PROVIDE 20x20<br />
REGLET ALL<br />
AROUND, TYP<br />
NOTE 1<br />
EXISTING CONC<br />
TOPPING<br />
EXISTING CONC<br />
ROOF SLAB<br />
PROVIDE INJECTION<br />
HOSE WS ALL AROUND<br />
AND MAKE JOINT<br />
WATERTIGHT, TYP<br />
(SMALLER OPENING THAN EXISTING REQUIRED)<br />
NEW OPENING<br />
DIM TO SUIT EQPT<br />
CHEMICAL RESISTANT<br />
COATING ALL AROUND<br />
15M@300 DRILL-IN DWLS<br />
EMBEDMENT=250mm<br />
0330-105<br />
75x75 CONTINUOUS COVE<br />
ALL AROUND USING<br />
PREMIXED FIBRE PATCH<br />
OV/ST OR EQUIVALENT<br />
CHEMICAL RESISTANT<br />
COATING COVERING<br />
COMPLETE FLOOR<br />
WITHIN THE<br />
CONTAINMENT AREA<br />
15M@300<br />
0330-105<br />
150<br />
INSIDE OUTSIDE<br />
SECTION DETAIL<br />
2 1:20<br />
000-D-2001<br />
FILL WALL/SLAB OPENING<br />
WITH CONCRETEFINISHES<br />
TO MATCH ADJACENT<br />
EXISTING CONCRETE<br />
FINISH, TYP<br />
DRILL-IN DWLS,<br />
WALL/SLAB<br />
TYP<br />
SEE NOTES 2, 3, 4<br />
EXISTING CONC<br />
EXISTING FLOOR<br />
TOC EL<br />
SPILL CONTAINMENT CURB<br />
NEW OPENING<br />
DIM TO SUIT EQPT<br />
MAKE CONCRETE FINISH<br />
GOOD AND TO MATCH<br />
EXISTING CONCRETE<br />
FINISH, TYP<br />
300<br />
15M@200<br />
CONTAINMENT WALL<br />
MAKE EXISTING SURFACE<br />
ROUGH FOR CONTINUOUS<br />
COVE<br />
EXISTING<br />
CONC SLAB<br />
PROVIDE INJECTION<br />
HOSE WS ALL AROUND<br />
CUT AND REMOVE<br />
100(W)x50 DEEP<br />
CONT KEY ALL SIDES<br />
NEW OPENING<br />
DIM TO SUIT EQPT<br />
EXISTING OPENING<br />
PLAN/SECTION<br />
DETAIL<br />
5 1:10<br />
CONC CURB<br />
ALL AROUND<br />
DUCT<br />
NOTE 1<br />
EXISTING CONC<br />
TOPPING<br />
PROVIDE INJECTION<br />
HOSE WS ALL AROUND<br />
CUT AND REMOVE<br />
100(W)x50 DEEP<br />
CONT KEY<br />
SECTION DETAIL<br />
3 1:20<br />
000-M-2003<br />
EXISTING CONC<br />
SEE<br />
EXISTING OPENING<br />
SEE NOTES 2, 3, 4<br />
(LARGER OPENING THAN EXISTING REQUIRED)<br />
DIM TO SUIT<br />
200 200<br />
CUT AND REMOVE<br />
WALL AND REBARS,<br />
0330-808<br />
EXISTING CONC<br />
WALL/SLAB<br />
DUCT CURB<br />
TO SUIT<br />
500 MIN<br />
2-15M TOP<br />
15M@250<br />
0330-105<br />
EXISTING ROOF<br />
TOC EL<br />
EXISTING CONC<br />
ROOF SLAB<br />
15M@250 DRILL-IN DWLS<br />
MIN EMBEDMENT=150mm<br />
300<br />
GRANULAR A.<br />
SEE NOTE 1<br />
NATIVE, UNDISTURBED<br />
INORGANIC SOIL<br />
GENERAL NOTES:<br />
1.<br />
2.<br />
3.<br />
4.<br />
6.<br />
7.<br />
8.<br />
9.<br />
NOT IN CONTRACT<br />
SEE 4 , IF THE CONCRETE OPENING REQUIRED IS LARGER THAN<br />
4600<br />
CARBON DIOXIDE TANK PAD<br />
6<br />
ARCHITECTURAL ROOF FINISHES NOT SHOWN FOR CLARITY<br />
FOR SIZE AND LOCATION OF CURB AROUND OPENING,<br />
SEE BUILDING MECHANICAL DRAWINGS.<br />
FOR SIZE AND LOCATION OF MODIFIED OPENINGS<br />
SEE BUILDING MECHANICAL DRAWINGS.<br />
THE CONCRETE OPENING SIZE IN STRUCTURE SHALL BE MODIFIED<br />
TO SUIT NEW EQUIPMENT. IF THE CONCRETE OPENING REQUIRED<br />
IS SMALLER THAN EXISTING, FILL AROUND OPENING,<br />
-<br />
5<br />
EXISTING, SEE .<br />
FILL OPENING IN WALL OR SLAB, SEAL PIPE PENETRATION<br />
WHICH ARE NOT REQUIRED ANY MORE WITH THE SAME<br />
MATERIAL AND TO MATCH FINISH AS EXISTING, SEE<br />
AND .<br />
0330-141 0330-142<br />
DETAIL<br />
NTS<br />
15M@200<br />
T&B, EW<br />
-<br />
THE CMU WALL OPENING SIZE IN STRUCTURE SHALL BE MODIFIED<br />
TO SUIT NEW EQUIPMENT. IF THE OPENING REQUIRED IS LARGER THAN<br />
THE EXISTING, CUT AND REMOVE CMU WALL AND FINISH THE FACES.<br />
IF THE CMU WALL OPENING REQUIRED IS SMALLER THAN EXISTING<br />
FILL AROUND WITH SAME MATERIAL TO MATCH EXISTING.<br />
FOR CMU WALL OPENINGS THAT ARE NOT REQUIRED ANY MORE,<br />
FILL WITH SIMILAR BLOCK AND FINISH TO MATCH EXISTING.<br />
FOR DEMOLITION OF EXISTING CONCRETE EQUIPMENT PADS,<br />
CUT AND REMOVE EXISTING EQUIPMENT PAD, SEE<br />
0330-143<br />
.<br />
MAKE CONCRETE FINISH GOOD AND TO MATCH<br />
ADJACENT CONCRETE FINISH, TYPICAL.<br />
10. FOR DOWELING IN EXISTING CONCRETE WALL/SLAB, SEE 0330-105 TYP.<br />
11. USE 32 mPa CONCRETE, CLASS S-3, WITH MAXIMUM 20 mm AGGREGATE,<br />
TYP FOR ENTIRE PROJECT.<br />
12. USE REINFORCING BARS: CAN/CSA G30.18 MG2 (R 2007) GRADE 350R, TYP<br />
FOR ENTIRE PROJECT.<br />
NOTES:<br />
300<br />
1. COMPACT GRANULAR MATERIAL AS INDICATED TO 100%<br />
OF STANDARD PROCTOR MAXIMUM DRY DENSITY.<br />
2. REFER TO CIVIL DRAWINGS FOR ADDITIONAL DETAILS.<br />
1<br />
1<br />
FILENAME: 000-S-5001.dgn<br />
PLOT DATE: 2012\07\26 PLOT TIME: 10:13:47 AM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
STRUCTURAL<br />
NTS<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
AT<br />
0<br />
PHASE I UPGRADES<br />
DETAILS<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
AT<br />
AT NA<br />
RP<br />
2012/07/27<br />
424251<br />
000-S-5001<br />
02of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
ADDL HORIZ &<br />
VERT REINF EA<br />
FACE, SEE NOTE 6,<br />
1 - 15M EF, MIN<br />
EXISTING WALL<br />
REINF, BEND<br />
50mm CLR OF PIPE<br />
GRIND 40mm WIDE<br />
SMOOTH CONT<br />
SURFACE @<br />
CTR OF WALL<br />
FOR WS<br />
INSTALLATION<br />
6mmx25mm<br />
HYDROPHILIC<br />
WATERSTOP<br />
BONDED TO<br />
EXST CONC<br />
(CONT ALL<br />
AROUND OPNG)<br />
SEE NOTE 8<br />
EXST WALL<br />
MIN EDGE DISTANCE<br />
REBAR DOWELS,<br />
SEE DRAWINGS<br />
FOR SIZE<br />
AND SPACING<br />
NEW WALL OR<br />
SLAB EXTENSION<br />
MINIMUM<br />
NOTES:<br />
TYP<br />
FORM 15x20x25mm<br />
DEEP RECESS FOR<br />
DRYPACK GROUT,<br />
END OF EXISTING WALL OR SLAB<br />
STD LAP LENGTH<br />
PER CSA A23.1<br />
50 CLR,<br />
STD LAP LENGTH<br />
PER CSA A23.1<br />
EMBEDMENT "A"<br />
DOWEL<br />
SIZE<br />
10M<br />
15M<br />
20M<br />
25M<br />
30M<br />
1 2 3 4 5 6<br />
ELEVATION<br />
UNLIMITED EDGE DISTANCE<br />
MINIMUM<br />
EDGE DIST<br />
1. FOLLOW ADHESIVE MANUFACTURER’S INSTRUCTIONS FOR INSTALLATION.<br />
2. USE MINIMUM EMBEDMENTS SHOWN, EXCEPT USE MANUFACTURER’S<br />
3. LOCATE DOWELS CENTERED IN WALL OR SLAB UNLESS OTHERWISE NOTED ON<br />
ADHESIVE DOWEL<br />
NTS<br />
LIMITED EDGE DISTANCE<br />
100mm<br />
125mm<br />
175mm<br />
190mm<br />
MINIMUM<br />
EMBEDMENT A<br />
0330-105<br />
MINIMUM<br />
EMBEDMENT B<br />
65mm 125mm 200mm<br />
200mm<br />
265mm<br />
355mm<br />
380mm<br />
MINIMUM RECOMMENDED EMBEDMENT IF GREATER.<br />
1<br />
T/2<br />
2<br />
T<br />
SECTION<br />
150+/-<br />
MINIMUM EMBEDMENT "B"<br />
HOLE DIA AS RECOMMENDED<br />
BY ADHESIVE MANUFACTURER<br />
T/2, SEE NOTE 4<br />
NEW WALL OR SLAB<br />
330mm<br />
400mm<br />
560mm<br />
600mm<br />
"T"<br />
EXISTING REINFORCING<br />
FACE OF EXISTING WALL OR SLAB<br />
EXISTING REINFORCING<br />
DRAWINGS. WHERE 2 ROWS OF DOWELS INDICATED, STAGGER SPACING & LOCATE<br />
ALTERNATING DOWELS AT MINIMUM EDGE DISTANCE FROM OPPOSITE FACES.<br />
TYP<br />
15M HOOP x PIPE<br />
OD + 100mm EA FACE<br />
SQUARE OPENING<br />
PIPE OD + 300<br />
SLOPE TOP OF OPNG<br />
AS SHOWN TO<br />
PREVENT ENTRAPPED<br />
AIR POCKET<br />
EXTEND PLYWOOD<br />
FORM 75mm MIN ABOVE<br />
OPNG, GRIND TO<br />
REMOVE EXTRA CONC<br />
IN POURING SPOUT<br />
CONC<br />
CLOSURE<br />
SEEP RING<br />
PIPE, SEE<br />
PLANS<br />
WATERSIDE<br />
OF WALL<br />
NOTES:<br />
1. SAW-CUT 25mm DEEP x PIPE OD + 300mm<br />
SQUARE SCORE LINE ON EACH FACE OF<br />
WALL. (VERIFY DEPTH OF CUT TO CLEAR<br />
REINFORCING.) (INCREASE HEIGHT AS<br />
NOTED AT TOP ON WATERSIDE FACE<br />
FOR POURING.)<br />
2. CHIP TO REMOVE THE CONCRETE WITHIN<br />
THE SCORE LINE, WHILE PRESERVING<br />
THE EXISTING WALL REINFORCING.<br />
3. CUT EXISTING REINFORCING AT CENTER<br />
OF OPENING AND BEND TO CLEAR PIPE.<br />
4. GRIND 40mm WIDE x CONT SMOOTH<br />
SURFACE ALL AROUND THE OPENING<br />
AT CENTER OF WALL. CLEAN SURFACES<br />
AND BOND CONTINUOUS HYDROPHILIC<br />
WATERSTOP IN PLACE.<br />
5. INSTALL WALL PIPE. (COAT CONCRETE<br />
ENCASED PORTION OF PIPE WITH SPECIFIED<br />
COATING SYSTEM.)<br />
6. INSTALL ADDITIONAL REINFORCING EACH<br />
FACE, EACH SIDE, ABOVE AND BELOW PIPE.<br />
HORIZONTAL REINFORCING TO HAVE<br />
COMBINED AREA EQUAL TO AREA OF<br />
HORIZONTAL REINFORCING CUT. VERTICAL<br />
REINFORCING TO HAVE COMBINED AREA<br />
EQUAL TO AREA OF VERTICAL<br />
REINFORCING CUT.<br />
7. SOAK CONCRETE SURFACES AND WITHIN<br />
15-MINUTES CAST CONCRETE CLOSURE.<br />
(CONCRETE CLOSURE MUST BE CAST<br />
BEFORE HYDROPHILIC WATERSTOP<br />
EXPANDS.) FORM GROOVE ON ALL SIDES<br />
OF OPENING EXCEPT AT TOP ON THE<br />
POUR SIDE.<br />
8. CLEAN SURFACES OF FORMED GROOVE<br />
WITH POWER WIRE BRUSH OR<br />
SANDBLASTING AND DRY-PACK WITH<br />
NON-SHRINK GROUT AFTER NEW<br />
CONCRETE MIN 28-DAYS OLD.<br />
PIPE PENETRATION - EXISTING WALL<br />
NTS<br />
4. SEE DETAIL 0330-818 FOR HOLE PROCEDURES.<br />
EXISTING<br />
STRUCTURAL<br />
SLAB<br />
0330-022<br />
15M@300 EW<br />
T & B, TYP<br />
NTS<br />
40<br />
20<br />
CLR<br />
CLR<br />
CURE CONCRETE FOR 7 DAYS<br />
FOR PATCHING. DO NOT REMOVE<br />
SUPPORTING FORMS AND DO NOT<br />
LOAD UNTIL CONCRETE ATTAINS<br />
FULL 28 DAY DESIGN STRENGTH<br />
ROUGHEN SURFACE OF EXISTING<br />
SLAB OPENING TO FULL 6mm<br />
MINIMUM AMPLITUDE, CLEAN AND<br />
SOAK PRIOR TO POURING CONCRETE<br />
1200 MAX<br />
NOTES:<br />
SLAB OPENING<br />
100mm MIN ALL AROUND<br />
OR AS REQUIRED BY<br />
ANCHORAGE<br />
CALCULATIONS<br />
PAD HEIGHT AS<br />
REQD, 90mm MIN,<br />
UNO, SEE NOTE 1<br />
EXST OR NEW SUSPENDED<br />
SLAB OR SLAB ON GRADE,<br />
FOR THICKNESS SEE PLANS<br />
1. WHEN ANCHORAGE OF EQUIPMENT TO PAD IS<br />
REQUIRED, USE CONCRETE ANCHORS SPECIFIED.<br />
2. CONCRETE PADS FOR ELECTRICAL EQUIPMENT SHALL BE<br />
90mm HIGH, UNLESS NOTED OTHERWISE.<br />
SLAB THICKNESS TO<br />
MATCH EXISTING (150mm MIN)<br />
16mm DIAMETER x 450mm THREADED ROD<br />
ADHESIVE ANCHORS, CENTER IN SLAB,<br />
AT 200mm SPACING ALL AROUND PERIMETER<br />
OF OPENING, DRILL AND EPOXY 150mm<br />
MINIMUM INTO EXISTING CONCRETE<br />
(3 ANCHORS MINIMUM EACH SIDE OF OPENING)<br />
PLAN/SECTION<br />
0330-141<br />
NTS<br />
EXISTING SLAB/WALL<br />
OPENING REPAIR<br />
CONCRETE<br />
NOTE:<br />
15M@200 EW, 25mm CLR<br />
EQUIPMENT<br />
EQUIPMENT PAD<br />
20mm CHAMFER, TYP<br />
15M ADHESIVE DOWEL<br />
@ 200 OC @ PERIMETER<br />
0330-105 & SEE NOTE 13.<br />
CONSTRUCTION JOINT,<br />
ROUGHEN & CLEAN PRIOR<br />
TO PLACING PAD<br />
CONCRETE EQUIPMENT PAD<br />
CHIP SIDES OF EXISTING<br />
OPENING BACK TO 3:12<br />
SLOPE AS SHOWN ROUGHEN<br />
SURFACE TO FULL 6mm<br />
MINIMUM AMPLITUDE, CLEAN<br />
AND SOAK PRIOR TO POURING<br />
EXISTING STRUCT<br />
CONCRETE SLAB<br />
0330-056<br />
600 MAX<br />
SLAB OPENING<br />
REINF WITH 15M@300 EW, T&B,<br />
40mm CLEAR, FOR ALL OPENING<br />
LARGER THAN 300mm<br />
FOR REPAIR OF LARGER SLAB OPENINGS SEE<br />
NTS<br />
PLAN/SECTION<br />
0330-142<br />
0330-141<br />
EXISTING SLAB/WALL<br />
OPENING REPAIR<br />
WIDTH AND HEIGHT<br />
OF CURB AS NOTED<br />
ON DRAWINGS<br />
CURE CONCRETE FOR 7 DAYS<br />
NOTE 1,<br />
TYP<br />
NOTE:<br />
1. DRILL IN DOWELS SHALL NOT BE USED<br />
CONCRETE CURB ON EXISTING SLAB<br />
NTS<br />
FOR PATCHING. DO NOT REMOVE<br />
SUPPORTING FORMS AND DO NOT<br />
LOAD UNTIL CONCRETE ATTAINS<br />
FULL 28-DAY STRENGTH<br />
FINISH SLAB OR WALL UNDER REMOVED<br />
CONCRETE TO MATCH EXISTING ADJACENT<br />
CONCRETE FINISH, REPAIR ROUGH OR<br />
DAMAGED SURFACES AS NOTED<br />
NOTES:<br />
1. REMOVE CONCRETE OUT TO SOUND CONCRETE.<br />
2. IF CHIPPING INTO THE SURFACE OF THE EXISTING SLAB OR WALL TO REMAIN IS<br />
REQUIRED, MAKE EDGES PERPENDICULAR TO THE SURFACE. DO NOT FEATHER<br />
EDGES.<br />
3. FILL DEFECTIVE AREA WITH NON-SHRINK GROUT OR AN APPROVED PREPACKAGED<br />
PATCHING MATERIAL TO MATCH APPREARANCE OF ADJACENT CONCRETE SURFACES.<br />
4. USE APPROVED BONDING AGENT ON SURFACES TO BE PATCHED PRIOR TO PLACING<br />
NON-SHRINK GROUT.<br />
5. DEMONSTRATE METHODS FOR REPAIR USING ACTUAL MATERIALS, METHODS, AND<br />
CURING PROCEDURES REQUIRED BY MATERIAL MANUFACTURERS. CONSULT WITH<br />
BONDING AGENT MANUFACTURER AND NON-SHRINK GROUT MANUFACTURER ON<br />
TECHNIQUES.<br />
EXISTING STRUCT<br />
CONCRETE SLAB<br />
WHERE CONCRETE BEAM PRESENTS BELOW.<br />
CONCRETE DEMOLITION<br />
NTS<br />
2-15M @ TOP &<br />
15M@300 WHEN CURB<br />
HEIGHT EXCEEDS 300mm,<br />
MIN 2 BARS FOR CURB<br />
HEIGHT LESS THAN 300mm<br />
ROUGHEN<br />
CONCRETE<br />
SURFACE<br />
REINFORCING BAR DOWELS,<br />
DRILL INTO EXISTING CONCRETE,<br />
SEE<br />
0330-818<br />
, 20M@300 TYPICAL<br />
UNO ON PLANS<br />
NON-SHRINK GROUT<br />
0330-080B<br />
SAW-CUT AND CHIP TO REMOVE<br />
EXISTING CONCRETE TO BE<br />
REMOVED, USE CARE NOT TO<br />
DAMAGE EXISTING ADJACENT<br />
CONCRETE SURFACES TO REMAIN<br />
CORE DRILL 50mm DIAMETER HOLE,<br />
40mm DEEP, AND CHIP AND GRIND<br />
TO REMOVE EXISTING REINFORCING<br />
AND EQUIPMENT ANCHORS TO 40mm<br />
MIN BELOW TOP OF EXISTING CONCRET.<br />
CLEAN AND SOAK, AND DRY-PACK WITH<br />
0330-143<br />
EXISTING CONCRETE<br />
TO REMAIN<br />
FILENAME: 000-S-5010.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:17:00 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
STRUCTURAL<br />
NTS<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
AT<br />
0<br />
PHASE I UPGRADES<br />
STANDARD DETAILS (1)<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
AT<br />
AT NA<br />
RP<br />
2012/07/27<br />
424251<br />
000-S-5010<br />
03of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
NEW OPENING<br />
SAW-CUT LINE<br />
EXISTING WALL ELEVATION OR SLAB PLAN DETAIL<br />
NOTES:<br />
PRIOR TO SAW CUTTING NEW<br />
OPENING DRILL SUFFICIENT<br />
NUMBER OF 25mm DIA HOLES<br />
IN ALL CORNERS TO PREVENT<br />
OVERCUTTING.<br />
1. LOCATE ANY EXISTING UTILITIES THAT COULD BE<br />
AFFECTED WITH DEMOLITION. REPORT TO THE<br />
ENGINEER IF ANY UTILITIES ARE FOUND.<br />
2. STAY WITHIN LIMITS OF OPENING, DO NOT OVERCUT.<br />
3. BURN BACK EXPOSED REINFORCING 25mm AND<br />
DRY PACK WITH NON SHRINK GROUT.<br />
REFER TO DETAIL 0330-143 FOR PROCEDURE SHOWN.<br />
NEW PIPE OPENING THROUGH<br />
EXISTING WALL OR SLAB<br />
NTS<br />
1 2 3 4 5 6<br />
0330-808<br />
FOR HORIZONTAL BARS<br />
NTS<br />
1.<br />
2.<br />
3.<br />
4.<br />
5.<br />
‘Le’<br />
NOTES:<br />
d<br />
REINFORCING DOWEL BAR<br />
AS SHOWN ON DRAWINGS<br />
DRILL HOLE OF DIAMETER AND DEPTH AS REQUIRED.<br />
CLEAN HOLE OF DUST AND DEBRIS.<br />
FILL HOLE WITH DOWELLING GROUT.<br />
FOR VERTICAL BARS<br />
INSTALL REINFORCING DOWEL BAR AND WIPE AWAY OVERFLOW.<br />
SECURE DOWEL BAR FIRMLY IN POSITION AND DO NOT DISTURB<br />
BAR FOR 24 HOURS AFTER INSTALLATION.<br />
6. FOR OTHER DETAILS SEE 0330-105 .<br />
FOR HYDRAULIC CEMENT GROUT<br />
d = BAR DIA + 20mm<br />
Le : 15M - 200mm<br />
20M - 250mm<br />
25M - 300mm<br />
DOWELLING IN EXISTING CONCRETE<br />
d<br />
‘Le’<br />
0330-818<br />
65,<br />
SEE<br />
NOTE 1<br />
1.<br />
2.<br />
3.<br />
BEAM/WALL CONNECTION - ALUMINUM<br />
NTS<br />
150 MIN<br />
NOTES:<br />
75<br />
75<br />
100<br />
TYP<br />
150 MAX<br />
AL BEAM<br />
DEPTH<br />
BEAM<br />
2 - 20mm DIA SST<br />
BOLTS (PROVIDE<br />
SHORT HORIZONTAL<br />
SLOTTED HOLES<br />
IN BEAM WEB)<br />
65mm DIMENSION TYPICAL EXCEPT 50mm FOR 100mm BEAMS.<br />
65 65<br />
EXISTING CONCRETE<br />
WALL OR BEAM<br />
175 MIN<br />
EMBED<br />
WHERE BOTH ENDS OF BEAM ARE ATTACHED TO A WALL, PROVIDE LONG HORIZONTALLY<br />
SLOTTED HOLES IN BEAM WEB AT ONE END. TIGHTEN NUTS SNUG TIGHT, BACK OFF 1/2<br />
TURN, AND LOCK WITH DOUBLE NUT.<br />
0514-056<br />
90<br />
150<br />
MIN<br />
MIN, SEE<br />
NOTE 2<br />
SST 150x100x10x75 W/<br />
2 - 20mm DIA SST STUD TYPE<br />
ADHESIVE ANCHORS (70<br />
LENGTH FOR 100 BEAM)<br />
DO NOT CUT EXISTING CONCRETE BEAM TOP REINFORCING DURING DRILL-IN ANCHOR<br />
INSTALLATION. FIELD LOCATE BEAM REINFORCING PRIOR TO FABRICATION. ADD LENGTH<br />
TO CLIP ANGLES AS REQUIRED TO LOWER ANCHORS TO CLEAR REINFORCING WHILE<br />
MAINTAINING SPACING AND EDGE DISTANCE AS SHOWN.<br />
FILENAME: 000-S-5011.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:17:20 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
STRUCTURAL<br />
NTS<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
AT<br />
0<br />
PHASE I UPGRADES<br />
STANDARD DETAILS (2)<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
AT<br />
AT NA<br />
RP<br />
2012/07/27<br />
424251<br />
000-S-5011<br />
04of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
HIGH LIFT<br />
PUMP ROOM<br />
EXISTING MONORAIL<br />
1<br />
000-D-5001<br />
REFER TO DWG<br />
C-0001 FOR<br />
CONTINUATION<br />
NOT IN CONTRACT.<br />
REFER TO NOTE 6<br />
NOTES:<br />
REFER TO NOTE 5<br />
4<br />
000-D-2006<br />
HIGH LIFT PUMP DISCHARGE<br />
HEADER AND BYPASS.<br />
REFER TO NOTE 5<br />
3<br />
000-D-2006<br />
DIMENSIONS ARE APPROXIMATE.<br />
SPECIFICATION SECTION 15080.<br />
1 2 3 4 5 6<br />
PHOTO<br />
PHOTO<br />
3<br />
1 2<br />
PHOTOS<br />
100 W1<br />
STAINLESS STEEL PIPING WHERE REQUIRED BEFORE INSULATING.<br />
TO OUTSIDE OF BUILDING IS NOT IN CONTRACT.<br />
CO2 PANEL IS NOT IN CONTRACT.<br />
4<br />
REFER TO DWG<br />
000-M-2007<br />
FOR DETAILS<br />
2<br />
000-D-5001<br />
TYPICAL<br />
1. EXISTING BACKGROUND TAKEN FROM TOTTEN SIMS HUBICKI ASSOCIATES IN ASSOCIATION WITH<br />
RYSCO ENGINEERING CORPORATION. PROJECT 52-6630, DRAWING M3, AS CONSTRUCTED SEPT. 91.<br />
GENERATOR ROOM<br />
EXISTING BACKGROUND HAS BEEN MODIFIED BY CH2M HILL TO SUIT THIS PROJECT. ALL BACKGROUND<br />
2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE THEMSELVES WITH THE SCOPE<br />
OF WORK PRIOR TO PROCEEDING. SOME PIPING AND EQUIPMENT HAS BEEN OMITTED FOR CLARITY.<br />
3. INSTALL DOUBLE WALL INSULATED AND HEAT TRACED SHX STORAGE TANK ON 50 THICK STYROFOAM<br />
HIGHLOAD EXTRUDED POLYSTYRENE INSULATION RATED FOR A LOAD OF 275 kPa OR GREATER.<br />
4. INSULATE BOOSTER WATER AND CHLORINE SOLUTION PIPING IN CHLORINATOR ROOM PER<br />
5. INSULATE PIPES IN PIPE GALLERY, HIGH LIFT HEADER, DISCHARGE HEADER AND BYPASS IN GENERATOR ROOM.<br />
PROVIDE REMOVABLE INSULATION SECURED WITH VELCRO ADHESIVE AROUND VALVES, EQUIPMENT (EXCLUDING<br />
PUMPS AND AIR/VACUUM RELIEF VALVES), INJECTION POINTS ETC. PER SECTION 15080. CLEAN AND PASSIVATE<br />
6. CAP 25-CD-SST INSIDE OF BUILDING AT CEILING NEAR OUTSIDE WALL. 25-CD-SST THROUGH WALL<br />
7. SEAL 40-SHX-PVC CARRIER PIPE AT CEILING ABOVE SHX STORAGE TANK/PANEL. COIL ADEQUATE<br />
POLYETHYLENE TUBES, HEAT TRACING CABLE, AND PULL STRING AT CEILING (OUTSIDE OF CARRIER PIPE)<br />
TO ALLOW FOR FUTURE CONNECTION TO SHX PANEL (REFER TO DETAIL 2 ON DWG 000-D-5002).<br />
SHX FILL STATION, STORAGE TANK, PANEL, AND INTERCONNECTING PIPING BETWEEN STORAGE TANK<br />
AND PANEL ARE NOT IN CONTRACT. SPILL CONTAINMENT CURBS ARE IN CONTRACT.<br />
8. CAP 25-CD-SST, 65-DWW-PVC, AND 50-CDS-PVC (2 PIPES) AT CEILING ABOVE CO2 PANEL.<br />
9. REFER TO DRAWING 000-A-2001 FOR SHX SPILL CONTAINMENT AREA COATING DETAILS.<br />
PIPE GALLERY<br />
REFER TO NOTE 5 AND DRAWINGS<br />
000-D-2004 AND 000-D-2005<br />
FOR INSULATION DETAILS<br />
1% SLOPE DOWN<br />
25-CD-SST<br />
40-SHX-PVC<br />
2 CONTAINMENT<br />
PIPE<br />
000-D-5002<br />
CHLORINATOR ROOM<br />
PLAN<br />
1:100<br />
FLOOR<br />
NOT IN CONTRACT.<br />
REFER TO NOTE 7<br />
25-CA-SST<br />
1<br />
65-DCW-PVC<br />
LOCATE SHX FILL STATION<br />
ON OUTSIDE OF CONCRETE<br />
CONTAINMENT WALL<br />
(FILL STATION BY LESSOR)<br />
RELOCATE EXISTING CL2 BOOSTER<br />
PUMPS AND PIPING. PROVIDE NEW<br />
CONCRETE BASES TO SUIT. REMOVE<br />
EXISTING CONCRETE BASES AND<br />
RESTORE FLOOR TO MATCH<br />
EXISTING FLOOR. REFER TO<br />
NOTE 4 AND STRUCTURAL<br />
DETAILS<br />
UP TO SECOND<br />
0330-143<br />
0330-056<br />
REPLACE KNIFE GATE AT<br />
BOTTOM OF EXISTING SILO<br />
000-D-2006<br />
SODA ASH ROOM<br />
EXISTING<br />
65 DCW<br />
CHEMICAL STORAGE<br />
REFER TO<br />
NOTE 9<br />
SHX STORAGE TANK.<br />
REFER TO NOTE 3<br />
SHX PANEL. REFER<br />
TO DWG 000-N-0008<br />
FOR PIPING DETAILS<br />
EXISTING LIME<br />
PUMP SKID<br />
CO2 PANEL. REFER<br />
TO DWG 000-N-0007<br />
FOR PIPING DETAILS<br />
40-DCW-PVC<br />
40-LS-PVC<br />
2 LINES<br />
(DUTY/STANDBY)<br />
25-LS-PLY<br />
2 LINES<br />
(DUTY/STANDBY)<br />
FROM LIME PUMP<br />
SKID IN SODA ASH<br />
ROOM<br />
LIME DILUTION PANEL.<br />
REFER TO DWG 000-N-0006<br />
FOR PIPING DETAILS<br />
1<br />
000-D-2007<br />
REFER TO DETAIL 1 ON<br />
DWG 000-D-2007 FOR<br />
CONTINUATION<br />
NOT IN CONTRACT.<br />
REFER TO NOTE 8<br />
4 - CONTINUOUS SPILL<br />
CONTAINMENT CURBS.<br />
OUTSIDE DIMENSIONS<br />
2<br />
ARE 2500 x 4000 000-S-5001<br />
EXISTING 150– HIGH<br />
CONCRETE CURB<br />
AIR DRYER<br />
AIR COMPRESSOR M-9275<br />
FILL EXISTING 150– HIGH CONCRETE<br />
CURB AREA WITH CONCRETE<br />
0330-056<br />
N<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-D-2001_424251.dgn PLOT DATE: 2012\07\26 PLOT TIME: 8:25:08 AM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
PROCESS MECHANICAL<br />
MB<br />
JPN<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
GROUND FLOOR PLAN<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
08of62<br />
ET JPN<br />
JPN RC<br />
2012/07/27<br />
424251<br />
000-D-2001<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
NOTES:<br />
1 2 3 4 5 6<br />
MATCH LINE. REFER TO<br />
DWG 000-D-2003 FOR<br />
CONTINUATION<br />
DIMENSIONS ARE APPROXIMATE.<br />
2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAS BEEN OMITTED, FOR CLARITY.<br />
25-CA-SST<br />
DOWN TO<br />
GROUND FLOOR<br />
FLEXIBLE PLASTIC TUBE.<br />
IN ASSOCIATION WITH RYSCO ENGINEERING CORPORATION. PROJECT<br />
PROVIDE QUICK DISCONNECT<br />
TO 25-CA-SST. FIELD RUN TO<br />
PNEUMATIC SILO FLUIDIZERS,<br />
TYPICAL. REFER TO<br />
SPECIFICATIONS FOR<br />
DETAILS<br />
1. EXISTING BACKGROUND TAKEN FROM TOTTEN SIMS HUBICKI ASSOCIATES<br />
52-6630, DRAWING M3, AS CONSTRUCTED SEPT. 91. EXISTING BACKGROUND<br />
HAS BEEN MODIFIED BY CH2M HILL TO SUIT THIS PROJECT. ALL BACKGROUND<br />
REPLACE EXISTING<br />
SILO FILTER<br />
2<br />
000-D-2006<br />
SILO<br />
FOR DETAILS<br />
CLEAN AND REFURBISH<br />
INTERIOR OF SILO.<br />
REFER TO SPECIFICATIONS<br />
UPPER<br />
SODA ASH<br />
ROOM<br />
PROVIDE 18 PNEUMATIC<br />
FLUIDIZERS INSTALLED AS<br />
RECOMMENDED BY<br />
MANUFACTURER. REFER<br />
TO SPECIFICATIONS<br />
PARTIAL PLAN<br />
1:50<br />
MECHANICAL ROOM<br />
REFER TO BUILDING MECHANICAL DRAWINGS<br />
FOR EQUIPMENT IN THIS ROOM<br />
EXISTING LADDER UP TO HIGH<br />
ROOF ACCESS HATCH ABOVE<br />
N<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-D-2002_424251.dgn PLOT DATE: 2012\07\26 PLOT TIME: 8:25:23 AM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
PROCESS MECHANICAL<br />
MB<br />
JPN<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
PARTIAL SECOND FLOOR PLAN (1)<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
424251<br />
09of62<br />
ET JPN<br />
JPN RC<br />
2012/07/27<br />
000-D-2002<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
MATCH LINE. REFER TO DWG<br />
000-D-2002 FOR CONTINUATION<br />
CORRIDOR<br />
FILTER AND TANK AREA<br />
PARTIAL PLAN<br />
1:50<br />
EXISTING pH<br />
SENSOR<br />
EXISTING<br />
CURB<br />
PROVIDE SLOT<br />
IN EDGE OF<br />
COVER FOR<br />
pH SENSOR<br />
CABLE<br />
EXISTING<br />
ACCESS<br />
COVER<br />
300<br />
300<br />
300 150<br />
EXISTING<br />
CURB<br />
REFER TO DWG 000-S-2001<br />
FOR NEW OPEN GRATING<br />
AND RAILING<br />
EDGE OF<br />
ACCESS<br />
OPENING<br />
NOTES:<br />
pH SENSOR AE-1001<br />
SUPPORT ASSEMBLY.<br />
MOUNT BELOW NEW<br />
OPEN GRATING<br />
DIMENSIONS ARE APPROXIMATE.<br />
1<br />
000-D-5002<br />
EXISTING pH SENSOR JUNCTION<br />
BOX AND CONDUIT<br />
REMOVE EXISTING pH SENSOR ASSEMBLY.<br />
RELOCATE EXISTING pH SENSOR JUNCTION<br />
BOX AND CONDUIT TO CLEAR NEW OPEN<br />
GRATING. RECONNECT TO NEW pH SENSOR<br />
AE-1001<br />
pH SENSOR AE-1101<br />
SUPPORT ASSEMBLY.<br />
MOUNT BELOW EXISTING<br />
ACCESS COVER<br />
1<br />
000-D-5002<br />
1. EXISTING BACKGROUND TAKEN FROM TOTTEN SIMS HUBICKI ASSOCIATES<br />
IN ASSOCIATION WITH RYSCO ENGINEERING CORPORATION. PROJECT<br />
52-6630, DRAWING M3, AS CONSTRUCTED SEPT. 91. EXISTING BACKGROUND<br />
HAS BEEN MODIFIED BY CH2M HILL TO SUIT THIS PROJECT. ALL BACKGROUND<br />
2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAS BEEN OMITTED, FOR CLARITY.<br />
N<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-D-2003_424251.dgn PLOT DATE: 2012\07\26 PLOT TIME: 8:25:39 AM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
PROCESS MECHANICAL<br />
MB<br />
JPN<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
PARTIAL SECOND FLOOR PLAN (2)<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
424251<br />
10of62<br />
ET JPN<br />
JPN RC<br />
2012/07/27<br />
000-D-2003<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
300X200 RED TEE ON<br />
CONCRETE SUPPORT<br />
4<br />
000-D-2005<br />
REFER TO NOTE 2<br />
1<br />
3<br />
000-D-2005<br />
2<br />
2<br />
REFER TO NOTE 2<br />
PVC ANGLE VALVE<br />
1 2 3 4 5 6<br />
FUTURE CONNECTION<br />
250X200<br />
REDUCER<br />
7<br />
FUTURE 150 DIA<br />
FILTER-TO-WASTE<br />
250X200<br />
REDUCER<br />
7<br />
8<br />
8<br />
1 3<br />
1<br />
3<br />
300X250<br />
REDUCER<br />
300X250<br />
REDUCER<br />
6<br />
9<br />
9<br />
6<br />
REFER TO<br />
NOTE 2<br />
450X200<br />
350X300<br />
ECC RED<br />
REDUCER<br />
5<br />
000-D-2005<br />
350 DIA STRAINER<br />
FLAT ON TOP<br />
2<br />
450X200<br />
REDUCER<br />
PIPE GALLERY<br />
NOTE 2<br />
BLOWER AIR<br />
(NO INSULATION<br />
REQUIRED)<br />
REFER TO<br />
NOTE 2<br />
BLOWER AIR<br />
(NO INSULATION<br />
REQUIRED)<br />
REFER TO<br />
12<br />
5<br />
300 DIA FILTER VENT<br />
4<br />
DRILL 300 DIA BLIND FLG<br />
FOR 75 DIA AIR VALVE<br />
CONNECTION<br />
10<br />
11<br />
REFER TO<br />
NOTE 2<br />
PLAN<br />
1:30<br />
FILTER 4200<br />
150 DIA CONDUIT VENT<br />
FILTER 4100<br />
150 DIA VENT<br />
MIDWAY BETWEEN<br />
TROUGHS<br />
TOP OF CURB<br />
3<br />
9<br />
1 SECTION<br />
1:30<br />
--<br />
BLOWER AIR<br />
(NO INSULATION<br />
REQUIRED)<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
11<br />
12<br />
NOTES:<br />
LEGEND<br />
PIPE SUPPORT<br />
1<br />
200 ANGLE GLOBE VALVE<br />
300 SWING-FLEX CHECK VALVE<br />
200 MANUAL BUTTERFLY VALVE (BFV)<br />
300 BFV C/W IQT ACTUATOR<br />
PRESSURE INDICATING TRANSMITTER<br />
200 MAGNETIC FLOW METER<br />
200 BFV C/W ACTUATOR<br />
150 MANUAL BFV<br />
PRESSURE INDICATOR<br />
75 AIR / VACUUM VALVE<br />
12 AIR RELEASE VALVE<br />
300 MAGNETIC FLOW METER (EXISTING FROM DISTRICT)<br />
1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAS BEEN OMITTED FOR CLARITY.<br />
2. INSULATE ALL PIPE GALLERY PIPES. PROVIDE REMOVABLE INSULATION<br />
SECURED WITH VELCRO ADHESIVE AROUND VALVES, EQUIPMENT<br />
(EXCLUDING PUMPS AND AIR/VACUUM RELIEF VALVES), INJECTION POINTS<br />
ETC. PER SECTION 15080. CLEAN AND PASSIVATE STAINLESS STEEL PIPING<br />
WHERE REQUIRED BEFORE INSULATING.<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-D-2004_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 5:49:13 PM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
PROCESS MECHANICAL<br />
MB<br />
JPN<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
PIPE GALLERY INSULATION<br />
PLAN AND SECTION<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
11of62<br />
ET JPN<br />
JPN RC<br />
2012/07/27<br />
424251<br />
000-D-2004<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
REFER TO<br />
NOTE 2<br />
BLOWER AIR<br />
1 2 3 4 5 6<br />
(NO INSULATION<br />
REQUIRED)<br />
DRILL 300 DIA BLIND FLG<br />
FOR 75 DIA AIR VALVE<br />
CONNECTION<br />
75 DIA GATE VALVE<br />
100X75 REDUCER<br />
100 DIA NIPPLE<br />
300X300 TEE FOR<br />
FUTURE FILTERS<br />
150 DIA VENT<br />
4<br />
11<br />
10<br />
CONCRETE SUPPORT<br />
PIPE SUPPORT<br />
TOP OF CURB<br />
300 DIA VENT<br />
5 5<br />
250 DIA BLIND<br />
FLANGE<br />
2 SECTION<br />
1:30<br />
000-D-2004<br />
REFER TO<br />
NOTE 2<br />
BLOWER AIR<br />
(NO INSULATION<br />
REQUIRED)<br />
UNDERDRAINS<br />
(AWI PHOENIX<br />
LATERALS)<br />
REFER TO<br />
NOTE 2<br />
TOP OF CURB<br />
4 SECTION<br />
1:30<br />
000-D-2004<br />
5<br />
13 MM POTABLE WATER<br />
REFRESH LINE C/W<br />
SOLENOID VALVE WITH<br />
MANUAL BY-PASS VALVES<br />
300 DIA VENT<br />
400X300<br />
REDUCER<br />
400 DIA<br />
FLANGE<br />
450X200<br />
REDUCER<br />
10<br />
6<br />
REFER TO<br />
NOTE 2<br />
6<br />
3 SECTION<br />
1:30<br />
000-D-2004<br />
REFER TO<br />
NOTE 2<br />
7<br />
PIPE SUPPORT<br />
NOTES:<br />
250X200<br />
REDUCER<br />
FUTURE 150 DIA<br />
FILTER-TO-WASTE<br />
11<br />
10<br />
1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAS BEEN OMITTED FOR CLARITY.<br />
2. INSULATE ALL PIPE GALLERY PIPES. PROVIDE REMOVABLE INSULATION<br />
SECURED WITH VELCRO ADHESIVE AROUND VALVES, EQUIPMENT<br />
(EXCLUDING PUMPS AND AIR/VACUUM RELIEF VALVES), INJECTION POINTS<br />
ETC. PER SECTION 15080. CLEAN AND PASSIVATE STAINLESS STEEL PIPING<br />
WHERE REQUIRED BEFORE INSULATING.<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-D-2005_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 5:49:28 PM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
PROCESS MECHANICAL<br />
MB<br />
JPN<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
PIPE GALLERY INSULATION<br />
SECTIONS<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
12of62<br />
ET JPN<br />
JPN RC<br />
2012/07/27<br />
424251<br />
000-D-2005<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
EXISTING<br />
200 SST PIPE<br />
GENERATOR ROOM<br />
TEMPORARILY DISCONNECT EXISTING<br />
FLUOSILICIC ACID TRANSFER TUBE/PIPE<br />
FROM EXISTING 350 SST DISCHARGE<br />
HEADER. REFER TO PHOTOGRAPH 2<br />
FOR RECONNECTION<br />
EXISTING 350<br />
GATE VALVE<br />
TO REMAIN<br />
REUSE EXISTING<br />
PIPE SUPPORT<br />
1 2 3 4 5 6<br />
1 DETAIL<br />
NTS<br />
000-D-2001<br />
REMOVE EXISTING VENTURI<br />
TRANSMITTER, PIPE BRACKET<br />
SUPPORT, AND CONCRETE BASE.<br />
REFER TO DETAIL<br />
0330-143<br />
ON STRUCTURAL DRAWINGS FOR<br />
CONCRETE BASE REMOVAL<br />
EXISTING SILO<br />
REMOVE EXISTING 200 KNIFE GATE VALVE.<br />
REPLACE WITH 200 ROTARY VALVE.<br />
SHORTEN EXISTING 200 SST PIPE TO SUIT.<br />
REUSE EXISTING EXPANSION JOINTS<br />
EXISTING EXPANSION JOINTS<br />
SODA ASH ROOM<br />
REMOVE EXISTING SECTION OF 40-CLS-PVC<br />
PIPING CONNECTED TO EXISTING 350 SST<br />
DISCHARGE HEADER. PROVIDE 40 NPT SST<br />
PLUG ON NEW SECTION OF 350 SST<br />
DISCHARGE HEADER REFER TO<br />
PHOTOGRAPH 2 FOR RECONNECTION.<br />
SST BYPASS<br />
COUPLING<br />
VENTURI METER AS SHOWN<br />
EXISTING 40-CLS-PVC<br />
EXISTING 350<br />
REUSE EXISTING<br />
350 VICTAULIC<br />
REMOVE EXISTING SECTION OF<br />
350 SST DISCHARGE HEADER AND<br />
GENERATOR ROOM<br />
RECONNECT EXISTING<br />
2 DETAIL<br />
NTS<br />
000-D-2002<br />
FLUOSILICIC ACID TRANSFER<br />
TUBE/PIPE SUPPLY TO NEW<br />
SECTION OF 350 SST DISCHARGE<br />
HEADER. PROVIDE 25 NPT SST<br />
HALF COUPLING ON 350 SST<br />
DISCHARGE HEADER<br />
REFER TO<br />
NOTE 2<br />
REUSE EXISTING<br />
PIPE SUPPORT<br />
4 DETAIL<br />
NTS<br />
000-D-2001<br />
350 SST DISCHARGE<br />
HEADER<br />
REFER TO DWG 000-M-1001<br />
FOR REMOVAL OF EXISTING<br />
SILO FILTER DUCT. DUCT NOT<br />
REQUIRED FOR NEW SILO FILTER<br />
SODA ASH ROOM<br />
REMOVE EXISTING SILO FILTER AND<br />
REPLACE WITH NEW SILO FILTER<br />
EXISTING FLANGE TO REMAIN ON TOP OF<br />
EXISTING SILO. FABRICATE CARBON STEEL<br />
TRANSITION TO CONNECT NEW SILO FILTER<br />
TO EXISTING 1050x1050 FLANGE ON TOP OF<br />
SILO. CONTRACTOR TO VERIFY FLANGE SIZE<br />
AND BOLT PATTERN. REFER TO SECTION 11254<br />
TOP OF EXISTING SILO<br />
EXTEND EXISTING 40-CLS-PVC PIPE TO WALL SIDE EXISTING 40-CLS-PVC<br />
OF 350 SST DISCHARGE HEADER. PROVIDE SST<br />
NPT COUPLING ON 350 SST DISCHARGE HEADER.<br />
PROVIDE BALL VALVE ON CHLORINE PIPE AT 350<br />
SST DISCHARGE HEADER<br />
EXISTING WALL<br />
DEMOLITION (PHOTOGRAPH 1) NEW PIPING (PHOTOGRAPH 2) NEW PIPING (PHOTOGRAPH 3)<br />
EXISTING 350<br />
SST BYPASS<br />
EXISTING 350 VICTAULIC COUPLING<br />
350 MAGNETIC FLOW METER<br />
FE-5001<br />
REFER TO<br />
PHOTOGRAPH 3<br />
FOR CONTINUATION<br />
EXISTING PIPE SUPPORT<br />
REFER TO<br />
PHOTOGRAPH 2<br />
FOR CONTINUATION<br />
PROVIDE 40 NPT SST PLUG FOR<br />
EXISTING COUPLING ON 350 SST<br />
DISCHARGE HEADER<br />
GENERATOR ROOM<br />
REMOVE SECTION OF<br />
EXISTING 25 SST PIPE<br />
IN VERTICAL TO SUIT<br />
CONNECTION OF 2<br />
25-EDW-SST PIPES<br />
EXISTING 350 SST<br />
DISCHARGE<br />
HEADER<br />
NOTES:<br />
25 BACKFLOW 25 GLOBE VALVE 25 CHECK VALVE<br />
PREVENTER<br />
RECIRCULATION<br />
PUMP<br />
PHOTOGRAPH 4<br />
3 DETAIL<br />
NTS<br />
000-D-2001<br />
GENERATOR ROOM<br />
FLOW<br />
25 BALL VALVE<br />
VALVE<br />
EXISTING 350<br />
SST BYPASS<br />
6-SHX-PE<br />
FOR CONTINUATION<br />
CHEMICAL 5<br />
INJECTOR<br />
000-D-5001<br />
REFER TO NOTE 2<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAS BEEN OMITTED FOR CLARITY.<br />
STAINLESS STEEL PIPING WHERE REQUIRED BEFORE INSULATING.<br />
25-EDW-SST<br />
25 BALL<br />
VALVE<br />
CONNECT 25-EDW-SST<br />
TO EXISTING 25 SST<br />
PIPE BETWEEN EXISTING<br />
TEE AND EXISTING BALL<br />
REFER TO DWG 000-D-2001<br />
000-D-5002<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-D-2006_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 5:49:46 PM<br />
2<br />
PROVIDE 25 SST NPT HALF<br />
COUPLING ON EXISTING<br />
350 SST DISCHARGE<br />
HEADER<br />
1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
2. PROVIDE REMOVABLE INSULATION SECURED WITH VELCRO ADHESIVE AROUND<br />
VALVES, EQUIPMENT (EXCLUDING PUMPS AND AIR/VACUUM RELIEF VALVES),<br />
INJECTION POINTS ETC. PER SECTION 15080 FOR ENTIRE LENGTH OF PUMP<br />
DISCHARGE HEADER AND BYPASS IN GENERATOR ROOM. CLEAN AND PASSIVATE<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
PROCESS MECHANICAL<br />
MB<br />
JPN<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
PIPING MODIFICATIONS (1)<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
13of62<br />
ET JPN<br />
JPN RC<br />
2012/07/27<br />
424251<br />
000-D-2006<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
FLOC TANK No. 3<br />
FLOC TANK No. 1<br />
RAPID MIXING<br />
CHAMBER<br />
CHEMICAL PIPING DEMOLITION<br />
1:50<br />
CHAMBER<br />
REMOVE EXISTING 65 PVC<br />
POLYELECTROLYTES PIPE<br />
EXCEPT FOR PORTION IN<br />
SODA ASH<br />
RETENTION<br />
CHAMBER<br />
SODA ASH<br />
RETENTION<br />
CHAMBER<br />
JANITOR ROOM<br />
EXISTING 40 PVC CHLORINE<br />
CHEMICAL<br />
STORAGE<br />
EXISTING WALL BETWEEN SODA<br />
ASH RETENTION CHAMBER AND<br />
JANITOR ROOM. PROVIDE PVC<br />
CAP ON PIPE ON JANITOR ROOM<br />
SIDE OF WALL ONLY. FILL PIPE<br />
COMPLETELY WITH GROUT FLUSH<br />
WITH SODA ASH RETENTION<br />
CHAMBER WALL<br />
REMOVE EXISTING 65 PVC<br />
SODIUM CARBONATE PIPE<br />
EXCEPT FOR PORTION IN<br />
EXISTING WALL BETWEEN SODA<br />
ASH RETENTION CHAMBER AND<br />
JANITOR ROOM. PROVIDE PVC<br />
CAP ON PIPE ON JANITOR ROOM<br />
SIDE OF WALL ONLY. FILL PIPE<br />
COMPLETELY WITH GROUT FLUSH<br />
WITH SODA ASH RETENTION<br />
CHAMBER WALL<br />
EXISTING CONCRETE BLOCK WALL<br />
COVERING CONCRETE TANK WALL<br />
BETWEEN SODA ASH RETENTION<br />
CHAMBER AND JANITOR ROOM<br />
1<br />
PHOTO<br />
2<br />
PHOTO<br />
SODA ASH MIXING CHAMBER<br />
REMOVE EXISTING 65 PVC<br />
SODIUM CARBONATE PIPING<br />
REMOVE EXISTING 65 PVC<br />
PHOTOGRAPH (JANITOR ROOM)<br />
1 NTS<br />
PROVIDE PVC CAP ON PIPE ON ONE SIDE OF EACH WALL ONLY.<br />
CUT PIPE FLUSH WITH OTHER SIDE OF WALL WHEN REMOVING<br />
PIPE SECTIONS. FILL PIPE WITHIN WALL COMPLETELY WITH<br />
NON-SHRINK, NON-FERROUS GROUT FLUSH WITH OTHER SIDE<br />
OF WALL. REFER TO DETAIL ON THIS DRAWING FOR NEW CHEMICAL<br />
PIPING. ALL REPAIRS TO BE WATER TIGHT<br />
POLYELECTROLYTES PIPING<br />
EXISTING 20 PVC<br />
ALUMINUM SULPHATE<br />
EXISTING 40 PVC CHLORINE<br />
EXISTING CONCRETE<br />
TANK WALL<br />
EXISTING CONCRETE<br />
BLOCK WALL<br />
EXISTING 65 PVC POLYELECTROLYTES<br />
PIPING TERMINATES AT THIS POINT<br />
REMOVE EXISTING 65 PVC<br />
SODIUM CARBONATE PIPE<br />
BACK TO SODA ASH ROOM<br />
EXISTING 20 PVC<br />
ALUMINUM SULPHATE<br />
EXISTING 40 PVC CHLORINE EXISTING 40 PVC CHLORINE<br />
EXISTING 20 PVC<br />
ALUMINUM SULPHATE<br />
REFER TO PHOTOGRAPH 2<br />
FOR CONTINUATION AND<br />
PIPE DEMOLITION DETAILS<br />
THROUGH THIS WALL<br />
EXISTING CONCRETE<br />
BLOCK WALL<br />
1 DETAIL<br />
NTS<br />
000-D-2001<br />
EXISTING CONCRETE<br />
TANK WALL<br />
EXISTING CONCRETE<br />
BLOCK WALL<br />
EXISTING 20 PVC<br />
ALUMINUM SULPHATE<br />
REFER TO PHOTOGRAPH 1<br />
FOR CONTINUATION<br />
REMOVE EXISTING 65 PVC<br />
POLYELECTROLYTES PIPE<br />
AND 65 PVC SODIUM<br />
CARBONATE PIPE ON<br />
BOTH SIDES OF WALL<br />
SEPARATING JANITOR ROOM<br />
AND CHEMICAL STORAGE AS<br />
SHOWN. CUT PIPES FLUSH<br />
WITH WALL ON BOTH SIDES<br />
OF WALL. PIPES TO REMAIN<br />
IN WALL AND WILL BE USED<br />
AS SLEEVES FOR 2 NEW<br />
40-LS-PVC PIPES. REFER TO<br />
"NEW CHEMICAL PIPING" ON<br />
THIS DRAWING FOR ADDITIONAL<br />
DETAILS<br />
EXISTING CONCRETE BLOCK<br />
WALL BETWEEN JANITOR ROOM<br />
AND CHEMICAL STORAGE<br />
2 NTS<br />
FLOC TANK No. 3<br />
FLOC TANK No. 1<br />
1:50<br />
CHAMBER<br />
SODA ASH<br />
RETENTION<br />
CHAMBER<br />
FL EL 293.450<br />
RAPID MIXING<br />
CHAMBER<br />
SODA ASH<br />
RETENTION<br />
CHAMBER<br />
FL EL 293.450<br />
JANITOR ROOM<br />
CHEMICAL<br />
STORAGE<br />
FOR CONTINUATION<br />
1<br />
PHOTO<br />
2<br />
PHOTO<br />
50-CDS-PVC PIPES FROM CO2 PANEL.<br />
REFER TO DWG 000-D-2001<br />
TOC<br />
EL 297.850<br />
NEW CHEMICAL PIPING<br />
PHOTOGRAPH (CHEMICAL STORAGE)<br />
2<br />
000-D-5001<br />
REMOVE EXISTING 65 PVC<br />
SODIUM CARBONATE PIPE<br />
BACK TO SODA ASH ROOM.<br />
RUN 2 NEW 40-LS-PVC PIPES<br />
IN EXISTING PIPE TRAY ALONG<br />
SAME ROUTE AS REMOVED<br />
SODIUM CARBONATE PIPE<br />
NOTES:<br />
50-CDS-PVC<br />
RETENTION CHAMBER<br />
SODA ASH MIXING CHAMBER<br />
EXISTING 20 PVC<br />
ALUMINUM SULPHATE<br />
EXISTING 40 PVC CHLORINE<br />
EXISTING 20 PVC<br />
ALUMINUM SULPHATE<br />
DIMENSIONS ARE APPROXIMATE.<br />
TERMINATE VERTICAL PIPE 500<br />
ABOVE BOTTOM OF SODA ASH<br />
4<br />
000-D-5001<br />
FL EL 293.450<br />
PROVIDE 40 NPT PVC TEE WITH PLUG.<br />
TERMINATE VERTICAL PIPE 1000 ABOVE<br />
SODA ASH MIXING CHAMBER FLOOR<br />
4<br />
000-D-5001<br />
50-CDS-PVC<br />
TERMINATE VERTICAL PIPE 500<br />
ABOVE BOTTOM OF SODA ASH<br />
RETENTION CHAMBER<br />
40-LS-PVC<br />
4<br />
000-D-5001<br />
2 REUSE EXISTING PIPE SLEEVES FROM<br />
SODIUM CARBONATE AND POLYELECTROLYTE<br />
000-D-5001PIPE<br />
REMOVAL DONE UNDER DEMOLITION ON<br />
THIS DRAWING<br />
40-LS-PVC FROM LIME ROOM (2 PIPES).<br />
RUN PIPES IN EXISTING PIPE TRAY<br />
ALONG SAME ROUTE AS REMOVED<br />
SODIUM CARBONATE PIPE. REFER TO<br />
DWG 000-D-2001 FOR CONTINUATION<br />
EXISTING 40 PVC CHLORINE<br />
1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAS BEEN OMITTED, FOR CLARITY.<br />
2. EXISTING BACKGROUND TAKEN FROM TOTTEN SIMS HUBICKI ASSOCIATES<br />
IN ASSOCIATION WITH RYSCO ENGINEERING CORPORATION. PROJECT<br />
52-6630, DRAWING M3, AS CONSTRUCTED SEPT. 91. EXISTING BACKGROUND<br />
HAS BEEN MODIFIED BY CH2M HILL TO SUIT THIS PROJECT. ALL BACKGROUND<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-D-2007_424251.dgn PLOT DATE: 2012\07\26 PLOT TIME: 8:25:55 AM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
PROCESS MECHANICAL<br />
MB<br />
JPN<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
PIPING MODIFICATIONS (2)<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
14of62<br />
ET JPN<br />
JPN RC<br />
2012/07/27<br />
424251<br />
000-D-2007<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
SST PIPE<br />
ENDS AS<br />
SHOWN<br />
ON PLANS<br />
AS REQUIRED FOR<br />
PIPE INSTALLATION,<br />
230 MINIMUM<br />
SEAL WELD<br />
AROUND<br />
BOTH SIDES<br />
NOTE:<br />
1<br />
-<br />
C L WALL<br />
0330-022<br />
REFER TO DETAIL ON STRUCTURAL<br />
DRAWINGS FOR PENETRATING EXISTING WALLS.<br />
CORE DRILL HOLE PIPE<br />
OD + 65. CLEAN PRIOR<br />
TO INSTALLING AND<br />
GROUTING PIPE.<br />
PROVIDE NON-SHRINK,<br />
NON-FERROUS GROUT<br />
NOTES:<br />
1 2 3 4 5 6<br />
STAINLESS STEEL WALL PIPE<br />
150 MIN<br />
50<br />
EXISTING<br />
DETAIL<br />
NTS<br />
CONCRETE<br />
WALL<br />
150 MIN<br />
125<br />
SST SEEP RING 6<br />
MINIMUM THICKNESS<br />
D<br />
230 MINIMUM<br />
D+50 THRU 300<br />
D+100 350 AND<br />
LARGER<br />
AS REQUIRED FOR<br />
PIPE INSTALLATION,<br />
12.7 THICK PVC ROUND FLANGE<br />
WELDED TO PIPE<br />
GASKET<br />
0330-022<br />
1. REFER TO DETAIL ON STRUCTURAL<br />
DRAWINGS FOR PENETRATING EXISTING WALLS.<br />
6 - 12.7 DIAMETER IDENTICAL CONCRETE<br />
ADHESIVE ANCHORS AND WASHERS<br />
EQUALLY RADIALLY SPACED<br />
PVC PIPE<br />
12.7 THICK - 40H NEOPRENE<br />
2. "WATER SIDE" IS DEEMED TO BE IN THE "SODA ASH MIXING CHAMBER"<br />
CHAMBERS ON DWG 000-D-2007.<br />
4 DETAIL<br />
NTS<br />
-<br />
INSIDE FACE OF WALL (WATER SIDE).<br />
REFER TO NOTE 2<br />
AND THE "CHAMBER" FOR WALL PENETRATIONS BETWEEN THE<br />
PVC PIPE THROUGH EXISTING WALL<br />
UNINSULATED PIPE INSULATED PIPE<br />
E<br />
ESCUTCHEON PLATE,<br />
TYP<br />
PIPE<br />
SIZE<br />
FILL SOLID WITH<br />
FIRE STOP<br />
INSULATION<br />
NON-SHRINK<br />
NON-FERROUS<br />
GROUT<br />
NOTES:<br />
1. PROVIDE GALVANIZED SCH.10 STEEL PIPE SLEEVE. WHEN THE<br />
PIPE IS SPECIFIED AS STAINLESS STEEL USE A STAINLESS<br />
STEEL PIPE SLEEVE (SCH 10).<br />
2. PIPE SLEEVE AND NON-SHRINK, NON-FERROUS GROUT NOT<br />
REQUIRED IF CORE DRILLING AN EXISTING CONCRETE WALL.<br />
3. ENSURE THAT PIPE SLEEVE IS PROVIDED WHEN PASSING<br />
THROUGH NEW OR EXISTING BLOCK/BRICK WALLS.<br />
RUN SLEEVE ENTIRE WIDTH OF WALL.<br />
0330-022<br />
4. REFER TO DETAIL ON STRUCTURAL<br />
DRAWINGS FOR PENETRATING EXISTING WALLS.<br />
INJECTOR<br />
ASSEMBLY<br />
PIPING THROUGH WALLS<br />
MPT HOSE<br />
BARB TYP<br />
BOTH ENDS<br />
OF HOSE<br />
A<br />
D<br />
ISOLATION<br />
VALVE<br />
2 DETAIL<br />
NTS<br />
-<br />
SST RESTRAINT HOOK<br />
MPT INLET CONNECTION<br />
BALL VALVE SIZED TO<br />
PASS SOLUTION TUBE<br />
INTEGRAL SPRING LOADED<br />
BALL CHECK VALVE<br />
SPECIFIC NOTES:<br />
SST HOSE<br />
CLAMP (TYP)<br />
NOTE 3<br />
B<br />
C<br />
FLEXIBLE<br />
HOSE<br />
GENERAL NOTES:<br />
NOTE 1<br />
SOLUTION<br />
TUBE<br />
ADAPTER<br />
PACKING NUT<br />
SST SAFETY CHAIN<br />
(LIMIT CHAIN)<br />
NEW<br />
CONCRETE<br />
WALL<br />
PIPE SLEEVE<br />
(SEE NOTE)<br />
INSULATION &<br />
JACKETING<br />
SEALANT,<br />
TYP<br />
EXISTING<br />
CONCRETE<br />
WALL<br />
D<br />
PENETRATION = DIA / 2,<br />
45<br />
BEVEL<br />
NOTE 2<br />
SOLUTION<br />
TUBE<br />
WITH MAX PENETRATION OF<br />
600 FOR PIPE LARGER THAN<br />
1200<br />
I SEE CHEMICAL INJECTION SCHEDULES IN THIS DETAIL.<br />
II DETAIL SUITABLE FOR FEED PUMP MAX RELIEF<br />
PRESSURE OF 1034 kPa, MAIN LINE PRESSURE<br />
690kPa OR LESS, AND FEED LINE 25 OR LESS.<br />
1. UNLESS OTHERWISE NOTED, PROVIDE SST SERVICE SADDLE FOR DUCTILE<br />
IRON (1050 MAX). PROVIDE OUTLET / TAPPING SADDLE FOR 1200 TO 1370 DUCTILE<br />
IRON. FOR CARBON STEEL AND SST PIPE (900 MAX), PROVIDE THREADOLET,<br />
SAME MATERIAL AS PIPE. FOR CARBON STEEL AND SST PIPE (1050 - 1800), PROVIDE<br />
WELDED NOZZLE SAME MATERIAL AS PIPE. FOR CARBON STEEL AND SST PIPE<br />
WITH INTERIOR COATING, WELD FITTINGS IN FACTORY PRIOR TO APPLYING<br />
INTERIOR COATING. FOR PVC, PROVIDE REDUCED TEE FITTING.<br />
2. ORIENT BEVEL SO IT FACES FLOW DIRECTION. SEE VENDOR’S RECOMMENDATIONS.<br />
3. PROVIDE 12x6 TUBE REDUCER UPSTREAM OF ISOLATION VALVE "A"<br />
5<br />
-<br />
DETAIL<br />
NTS<br />
FLOOR<br />
COMPONENT<br />
MARK<br />
A<br />
B<br />
C<br />
D<br />
E<br />
FLOW<br />
STREAM<br />
FL<br />
SH<br />
SBS<br />
SHC<br />
FC<br />
AL<br />
PP<br />
X<br />
X<br />
X<br />
NOTE:<br />
NOTE:<br />
6 THICK<br />
x 50 SEEP<br />
RING<br />
3 DETAIL<br />
NTS<br />
-<br />
PROCESS PIPE SIZE AND<br />
MATERIAL AS SHOWN<br />
ON DRAWINGS<br />
FIRE STOP<br />
SEALANT, TYP<br />
UNDERSIDE OF FLOOR<br />
STAINLESS STEEL PIPE<br />
TO SUIT (PIPE OD + 50)<br />
FOAMING MATERIAL OR<br />
COMPRESSED SEALER<br />
PIPE SLEEVE THROUGH INTERIOR FLOOR<br />
SCHEDULE 1 - CHEMICAL INJECTOR DEFAULT COMPONENTS<br />
ALUM, 48%<br />
COMPONENT DESCRIPTION<br />
ISOLATION VALVE<br />
FLEXIBLE HOSE<br />
SOLUTION TUBE<br />
ISOLATION VALVE<br />
SOLUTION TUBE AND INTEGRAL<br />
SPRING LOADED BALL CHECK<br />
VALVE WITH TEFLON BALL<br />
INJECTOR ASSEMBLY INCLUDES<br />
B C D AND ANCILLARIES<br />
SCHEDULE 2 - COMPONENTS BY CHEMICAL<br />
DESCRIPTION<br />
(NOTE 1)<br />
HYDROFLUOSILICIC ACID, 25-35%<br />
SODIUM HYDROXIDE, 30-70%<br />
SODIUM BISULFITE, 38%<br />
SODIUM HYPOCHLORITE, 12%<br />
FERRIC CHLORIDE, 40%<br />
POTASSIUM PERMANGANATE,<br />
10%<br />
CORROSION INHIBITOR<br />
(ORTHO-PHOSPHATES)<br />
FERRIC SULFATE, 40%<br />
POLYMER<br />
(CATIONIC AND ANIONIC)<br />
CHEMICAL INJECTOR, RETRACTABLE, FLEXIBLE HOSE<br />
100<br />
0330-022<br />
REFER TO DETAIL ON STRUCTURAL<br />
DRAWINGS FOR PENETRATING EXISTING FLOORS.<br />
MATERIAL OF<br />
SOLUTION TUBE AND<br />
BALL CHECK<br />
BODY & SPRING<br />
ALLOY 20; HASTELLOY<br />
C-276 SPRING<br />
316 STAINLESS STEEL<br />
316 STAINLESS STEEL<br />
HASTELLOY C-276<br />
HASTELLOY C-276<br />
HASTELLOY C-276<br />
ALLOY 20; HASTELLOY<br />
C-276 SPRING<br />
316 STAINLESS STEEL<br />
ALLOY 20; HASTELLOY<br />
C-276 SPRING<br />
316 STAINLESS STEEL<br />
MODEL / MATERIALS<br />
12 V330 (PVC)<br />
REINFORCED PVC<br />
(25 MAX & 1034 kPa MAX)<br />
25 V307 (SST)<br />
SEE SCHEDULE 2<br />
SAF-T-FLO EB146; OR EQUAL<br />
OTHER<br />
COMPONENTS<br />
SEE SCHEDULE 1<br />
DEFAULT<br />
DEFAULT, NOTE 2<br />
DEFAULT<br />
DEFAULT, NOTE 3<br />
DEFAULT<br />
DEFAULT<br />
DEFAULT<br />
DEFAULT<br />
DEFAULT<br />
DEFAULT<br />
2. FOR HYDROXIDE ISOLATION VALVE A , FURNISH 12-V307 (NPT SST BALL VALVE), SST<br />
NIPPLES, AND SST FLANGES. FLANGE CONNECT TO MATING PIPE USING SST FASTENERS.<br />
3. FOR HYPOCHLORITE ISOLATION VALVE A , PROVIDE PRESSURE RELIEF HOLE DRILLED<br />
ON LOW PRESSURE SIDE OF BALL VALVE.<br />
0<br />
JPN RC<br />
424251<br />
000-D-5001<br />
FILENAME: 000-D-5001_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 5:50:00 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
PROCESS MECHANICAL<br />
MB<br />
JPN<br />
ISSUED FOR TENDER<br />
07/2012<br />
PHASE I UPGRADES<br />
DETAILS (1)<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
ET JPN<br />
2012/07/27<br />
15 of62<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
2000<br />
pH PROBE CABLE<br />
SCH 40 PVC PIPE<br />
TO SUIT Ph PROBE<br />
SST BOLT, NUT, AND<br />
LOCK WASHER<br />
SCH 40 PVC PIPE<br />
GUIDE TO SUIT<br />
SST PIPE CLAMP WITH<br />
SST BOLTS, NUTS, AND<br />
LOCK WASHERS,<br />
TYPICAL<br />
1 DETAIL<br />
NTS<br />
000-D-2003<br />
300<br />
PLAN<br />
pH PROBE<br />
6<br />
SECTION<br />
TYP<br />
pH PROBE INSTALLATION<br />
OPEN GRATING/ACCESS COVER.<br />
REFER TO DETAIL LOCATION ON<br />
DWG 000-D-2003<br />
COIL AND SUPPORT pH PROBE CABLE<br />
UNDER OPEN GRATING/ACCESS COVER<br />
WITH SST HARDWARE. ALLOW ADEQUATE<br />
CABLE TO REMOVE PROBE FROM PIPE GUIDE<br />
6.35 THICK SST PLATE<br />
SIZED TO SUIT, TYPICAL<br />
40 SST STD WALL<br />
PIPE, TYPICAL<br />
4 - 16 HILTI RE500<br />
SST EPOXY ANCHORS,<br />
TYPICAL<br />
EXISTING CONCRETE<br />
TANK WALL<br />
6 POLYETHYLENE TUBING<br />
FOR SHX (SPARE)<br />
STRING FOR FUTURE<br />
CABLE/TUBING PULLS<br />
SODIUM HYDROXIDE (SHX) CONTAINMENT PIPE<br />
2 DETAIL<br />
NTS<br />
000-D-2001, 000-D-2006<br />
INSULATION. REFER TO<br />
SPECIFICATION 15080<br />
40 SCH 40 PVC<br />
CONTAINMENT PIPE<br />
6 POLYETHYLENE TUBING<br />
FOR SHX<br />
HEAT TRACING CABLE<br />
0<br />
JPN RC<br />
424251<br />
000-D-5002<br />
FILENAME: 000-D-5002_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 5:50:14 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
PROCESS MECHANICAL<br />
MB<br />
JPN<br />
ISSUED FOR TENDER<br />
07/2012<br />
PHASE I UPGRADES<br />
DETAILS (2)<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
ET JPN<br />
2012/07/27<br />
16of62<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
PROVISIONAL ITEM<br />
PROVIDE NEW PUMP No. 4,<br />
STRAINER, SUCTION PIPING,<br />
DISCHARGE PIPING, VALVING<br />
AND INSTRUMENTATION<br />
(REFER TO DWG 000-N-0003<br />
FOR DETAILS) AS SHOWN.<br />
MOUNT NEW PUMP<br />
ON EXISTING CONCRETE<br />
BASE<br />
CONCENTRIC REDUCER<br />
300 VICTAULIC<br />
COUPLING<br />
AIR RELIEF VALVE<br />
300-RAW-SST<br />
PSH-0241 AND PI-0241<br />
300 CHECK VALVE CV-0242<br />
300 MOTORIZED<br />
BUTTERFLY VALVE<br />
MV-0243<br />
REPLACE EXISTING<br />
300 CHECK VALVE<br />
CV-0232<br />
REPLACE EXISTING<br />
300 MOTORIZED<br />
BUTTERFLY VALVE<br />
MV-0233<br />
M<br />
MODIFIED PLAN<br />
1:75<br />
B<br />
001-D-1001<br />
EXISTING CONCRETE BASE<br />
(WITH NO PUMP OR PIPING)<br />
REPLACE EXISTING<br />
300 CHECK VALVE<br />
CV-0212<br />
REPLACE EXISTING<br />
300 MOTORIZED<br />
BUTTERFLY<br />
VALVE<br />
MV-0213<br />
N<br />
REPLACE EXISTING PUMP No. 2,<br />
STRAINER, SUCTION PIPING,<br />
DISCHARGE PIPING, VICTAULIC<br />
COUPLING, 300 CHECK VALVE CV-0222,<br />
MOTORIZED BUTTERFLY VALVE MV-0223<br />
AND AIR RELIEF VALVE AS SHOWN.<br />
REMOVE EXISTING PRESSURE<br />
INDICATOR. REPLACE WITH PRESSURE<br />
INDICATOR PI-0241 AND PRESSURE<br />
SWITCH PSH-0241. REFER TO DWG<br />
000-N-0003 FOR DETAILS. MOUNT NEW<br />
PUMP ON EXISTING CONCRETE BASE<br />
STRAINER<br />
TO MATCH EXISTING PUMP SUCTIONS<br />
PROVISIONAL ITEM<br />
B<br />
001-D-1001<br />
MODIFIED SECTION<br />
1:75<br />
M<br />
STRAINER<br />
TO MATCH EXISTING PUMP SUCTIONS<br />
NOTES:<br />
PROVIDE NEW PUMP No. 4,<br />
STRAINER, SUCTION PIPING,<br />
DISCHARGE PIPING, VALVING<br />
AND INSTRUMENTATION<br />
(REFER TO DWG 000-N-0003<br />
FOR DETAILS) AS SHOWN.<br />
MOUNT NEW PUMP<br />
ON EXISTING CONCRETE<br />
BASE<br />
EXISTING CONCRETE BASE<br />
(WITH NO PUMP OR PIPING)<br />
1. EXISTING BACKGROUND TAKEN FROM TOTTEN SIMS HUBICKI ASSOCIATES<br />
IN ASSOCIATION WITH RYSCO ENGINEERING CORPORATION. PROJECT<br />
52-6630, DRAWING M1, AS CONSTRUCTED SEPT. 91. EXISTING BACKGROUND<br />
HAS BEEN MODIFIED BY CH2M HILL TO SUIT THIS PROJECT. ALL BACKGROUND<br />
DIMENSIONS ARE APPROXIMATE.<br />
2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAS BEEN OMITTED, FOR CLARITY.<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 001-D-1001_424251.dgn PLOT DATE: 2012\07\26 PLOT TIME: 8:26:10 AM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
PROCESS MECHANICAL<br />
LOW LIFT PUMPING STATION PHASE I UPGRADES<br />
0 07/2012<br />
ISSUED FOR TENDER<br />
JPN MB<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
MODIFICATIONS<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
17of62<br />
ET JPN<br />
JPN RC<br />
2012/07/27<br />
424251<br />
001-D-1001<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
R<br />
D<br />
M<br />
H<br />
F<br />
I<br />
P<br />
DP<br />
T<br />
SD<br />
FD<br />
CO<br />
2<br />
FSD<br />
1 2 3 4 5 6<br />
EXISTING DUCT TO BE REMOVED<br />
WALL REGISTER OR GRILLE (SUPPLY)<br />
CEILING DIFFUSER OR REGISTER (SUPPLY)<br />
CEILING REGISTER OR GRILLE (RETURN AND<br />
EXHAUST)<br />
WALL REGISTER OR GRILLE (RETURN AND EXHAUST)<br />
TURNING VANES<br />
45 DEGREE ENTRY<br />
CONICAL TEE<br />
BELLMOUTH<br />
SMOKE DAMPER<br />
FIRE DAMPER<br />
COMBINATION FIRE AND SMOKE DAMPER<br />
MANUAL BUTTERFLY DAMPER<br />
MOTORIZED DAMPER<br />
SOUND ATTENUATED DUCT<br />
FLEXIBLE CONNECTION<br />
FLEXIBLE DUCTWORK (SINGLE LINE)<br />
WITH SPIN-IN COLLAR AND BALANCING DAMPER<br />
FLEXIBLE DUCTWORK (DOUBLE LINE)<br />
WITH SPIN-IN COLLAR AND BALANCING DAMPER<br />
INCLINED RISE IN DUCT<br />
INCLINED DROP IN DUCT<br />
DUCT-MOUNTED HUMIDITY SENSOR<br />
DUCT-MOUNTED AIRFLOW MONITORING<br />
STATION<br />
DUCT-MOUNTED SMOKE DETECTOR<br />
DUCT-MOUNTED STATIC PRESSURE SENSOR<br />
DUCT-MOUNTED DIFFERENTIAL PRESSURE SENSOR<br />
DUCT-MOUNTED TEMPERATURE SENSOR<br />
DUCT-MOUNTED CARBON DIOXIDE SENSOR<br />
HEATING, VENTILATING, AND<br />
AIR CONDITIONING SYMBOLS<br />
T<br />
P<br />
H<br />
A<br />
CP<br />
(200)<br />
U<br />
L<br />
G<br />
EF-111<br />
SUPPLY DUCT (SECTION)<br />
INTAKE, RETURN, OR EXHAUST DUCT (SECTION)<br />
ROOM TEMPERATURE SENSOR<br />
ROOM PRESSURE SENSOR<br />
ROOM HUMIDITY SENSOR<br />
HVAC CONTROL PANEL<br />
200 L/s<br />
M MOTOR<br />
VISUAL & AUDIBLE ALARM<br />
UNDER CUT DOOR<br />
LOUVERED DOOR<br />
GAS DETECTOR<br />
CO CARBON MONOXIDE SENSOR<br />
DPS DIFFERENTIAL PRESSURE SENSOR<br />
SUPPLY, RETURN, EXHAUST, OR<br />
TRANSFER GRILLE/REGISTER<br />
IDENTIFICATION<br />
SR-1<br />
300x300<br />
300 L/s<br />
HVAC DUCT IDENTIFICATION<br />
600x300 - EA<br />
SPECIFICATION DESCRIPTION<br />
DIMENSIONS IN MILLIMETERS<br />
AIRFLOW IN L/s<br />
SERVICE<br />
SIZE<br />
HVAC EQUIPMENT IDENTIFICATION<br />
SEQUENTIAL UNIT NUMBER<br />
HVAC EQUIPMENT IDENTIFICATION<br />
1.<br />
2.<br />
3.<br />
4.<br />
5.<br />
6.<br />
7.<br />
VALVE SYMBOLS<br />
FS<br />
X<br />
FM<br />
X<br />
PS<br />
F<br />
F<br />
B<br />
A<br />
B<br />
BALANCING FITTING<br />
AUTOMATIC FLOW<br />
CONTROL VALVE<br />
COMBINATION FLOWMETER,<br />
BALANCING FITTING AND<br />
SHUT-OFF VALVE<br />
PRESSURE RELIEF<br />
AIR VENT (AUTO)<br />
AIR VENT (MANUAL)<br />
SEE P&ID LEGEND SHEETS<br />
FOR ADDITIONAL SYMBOLS<br />
MISCELLANEOUS PIPING SYMBOLS<br />
STEAM TRAP<br />
X = NO. IN SPECS<br />
FLOW SWITCH<br />
FLOW METER<br />
X = NO. SHOWN IN SPECS<br />
PRESSURE SWITCH<br />
STRAINER<br />
VALVE DESIGNATIONS<br />
AND PIPING DESIGNATIONS<br />
GAUGE WITH COCK<br />
THERMOMETER<br />
GAUGE GLASS WITH COCKS<br />
SEE PROCESS LEGEND AND P&ID LEGEND SHEETS<br />
HVAC GENERAL NOTES:<br />
THIS IS A STANDARD LEGEND. THEREFORE SOME SYMBOLS AND<br />
ABBREVIATIONS MAY APPEAR ON THIS SHEET AND NOT ON THE DRAWINGS.<br />
DUCT AND PIPING ELEVATIONS SHOWN ARE APPROXIMATE. FIELD VERIFY<br />
ELEVATIONS PRIOR TO INSTALLATION. EXCEPT WHERE DIMENSIONS ARE<br />
SPECIFICALLY INDICATED, MECHANICAL DRAWINGS ARE GENERALLY<br />
DIAGRAMMATIC AND SHALL NOT BE SCALED. SIZE AND LOCATION OF<br />
EQUIPMENT IS SHOWN TO SCALE WHERE POSSIBLE. DRAWINGS INDICATE<br />
THE REQUIRED SIZE AND ROUTES OF SYSTEM ELEMENTS. IT IS NOT INTENDED<br />
TO INDICATE ALL OFFSETS, RISERS, OR FITTINGS. IT IS THE CONTRACTOR’S<br />
RESPONSIBILITY TO INSTALL SYSTEM ELEMENTS IN A MANNER TO CONFORM<br />
TO BUILDING STRUCTURE AND TO AVOID OBSTRUCTIONS.<br />
THE CONTRACTOR SHALL PROVIDE OFFSETS IN THE PIPING AND DUCT<br />
RUNS WHERE REQUIRED TO CLEAR EXISTING AND NEW DUCT,<br />
STRUCTURE AND OTHER PIPING SYSTEMS.<br />
REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF<br />
LOUVERS AND ROOF OPENINGS.<br />
COORDINATE FINAL LOCATIONS OF FLOOR AND HUB DRAINS THAT<br />
RECEIVE CONDENSATE DRAINAGE FROM HVAC EQUIPMENT.<br />
TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED<br />
FOR EQUIPMENT FURNISHED.<br />
ARRANGE EQUIPMENT INTO THE AVAILABLE SPACE IN A MANNER TO MAKE<br />
ALL WORKING PARTS ACCESSIBLE FOR MAINTENANCE AND SERVICE.<br />
HVAC ABBREVIATIONS<br />
ACU<br />
ACCU AIR-COOLED CONDENSING UNIT<br />
BD<br />
BDD BACKDRAFT DAMPER<br />
B BOILER<br />
CA COMBUSTION AIR<br />
CD<br />
CUH<br />
CWP<br />
DG<br />
EDH<br />
BUTTERFLY DAMPER<br />
CEILING DIFFUSER<br />
CABINET UNIT HEATER<br />
CONDENSER WATER PUMP<br />
DOOR GRILLE<br />
EA EXHAUST AIR<br />
EC ELECTRIC CONVECTOR<br />
ELECTRIC DUCT HEATER<br />
ET EXPANSION TANK<br />
FC FAIL IN CLOSED POSITION<br />
FD FIRE DAMPER<br />
FO FAIL IN OPEN POSITION<br />
FSD COMBINATION FIRE AND SMOKE DAMPER<br />
GRAVITY RELIEF VENTILATOR<br />
HCG HIGH CAPACITY GRILLE<br />
HCP HVAC CONTROL PANEL<br />
HWCP<br />
LD LINEAR DIFFUSER<br />
OBD OPPOSED BLADE DAMPER<br />
OUTSIDE AIR<br />
PCG PERFORATED CEILING GRILLE<br />
PCD PERFORATED CEILING DIFFUSER<br />
RA RETURN AIR<br />
RAC ROOM AIR CONDITIONER<br />
SA SUPPLY AIR<br />
AIR CONDITIONING UNIT<br />
ACD ACCESS DOOR<br />
AS AIR SEPARATOR<br />
BOD/BOG BOTTOM OF DUCT/ BOTTOM OF GRILLE<br />
CG CEILING GRILLE<br />
CP CONTROL PANEL<br />
CU CONDENSING UNIT<br />
CV CONTROL VALVE<br />
D DEHUMIDIFIER<br />
DN DOWN<br />
DU DUCT<br />
EF EXHAUST FAN<br />
EG EXHAUST GRILLE<br />
ER<br />
F FILTER<br />
FN<br />
FOB FLAT ON BOTTOM<br />
FOT FLAT ON TOP<br />
GIV<br />
GRV<br />
GRAVITY INTAKE VENTILATOR<br />
GUH GAS FIRED UNIT HEATER<br />
OED OPEN END DUCT<br />
RG<br />
RR<br />
SD SLOT DIFFUSER<br />
SG<br />
SR<br />
TCU TERMINAL CONTROL UNIT<br />
TG TRANSFER GRILLE<br />
TR TIMER<br />
VD VOLUME DAMPER<br />
WC WATER CHILLER<br />
WG<br />
WGB WASTE GAS BURNER<br />
WR<br />
WSG<br />
EXHAUST REGISTER<br />
EUH ELECTRIC UNIT HEATER<br />
FFH FORCE FLOW HEATER<br />
HU HUMIDIFIER<br />
HWS<br />
HWR<br />
MAU<br />
MD MOTORIZED DAMPER<br />
OSA<br />
RETURN GRILLE<br />
RPU REMOTE PROCESSING UNIT<br />
SEN SENSOR<br />
FAN (SUPPLY FAN EXHAUST FAN, CEILING FAN)<br />
HEATING WATER SUPPLY<br />
HEATING WATER RETURN<br />
HEATING WATER CIRCULATING PUMP<br />
MAKE-UP AIR UNIT<br />
RF RETURN FAN<br />
RETURN REGISTER<br />
SF SUPPLY FAN<br />
SUPPLY GRILLE<br />
SUPPLY REGISTER<br />
TA TRANSFER AIR<br />
UH UNIT HEATER<br />
WALL RETURN GRILLE<br />
WALL RETURN REGISTER<br />
WALL SUPPLY GRILLE<br />
WSR WALL SUPPLY REGISTER<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-M-0001_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 5:59:35 PM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
BUILDING MECHANICAL<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
LL<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
HVAC LEGEND<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
424251<br />
000-M-0001<br />
18of62 LL<br />
SW<br />
KF<br />
LL<br />
2012/07/27<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
HIGH LIFT PUMP ROOM PIPE GALLERY<br />
MD-1<br />
NOTE 1<br />
MD-2<br />
NOTE 2 NOTE 6<br />
MD-3<br />
NOTE 3<br />
UH-1<br />
NOTE 8<br />
EF-10<br />
UH-2<br />
NOTE 8<br />
1 PHOTOGRAPH<br />
NTS<br />
EF-9<br />
NOTE 4<br />
EF-8<br />
NOTE 5<br />
EF-11<br />
NOTE 6<br />
UH-3<br />
NOTE 8<br />
EF-15<br />
GENERATOR ROOM<br />
NOTE 7<br />
REMOVE EXISTING SILO FILTER DUCT BETWEEN<br />
EXISTING SILO FILTER AND EXISTING FAN EF-6<br />
MOUNTED ON ROOF ABOVE. REMOVE EXISTING<br />
FAN EF-6 AND BDD. REPLACE WITH NEW FAN<br />
EF-102 AND NEW DAMPER MD-118. NEW EF-102<br />
IS NOT RECONNECTED TO SILO FILTER<br />
SILO FILTER. REFER TO DETAIL 2<br />
ON DWG 000-D-2006 FOR REMOVAL<br />
SILO<br />
1:100<br />
EF-16<br />
NOTE 7<br />
FILTER & TANK AREA<br />
MD-6<br />
NOTE 11<br />
DEMOLITION - GROUND FLOOR PLAN<br />
SILO<br />
NOTES:<br />
CORRIDOR<br />
PHOTO<br />
1<br />
UH-18<br />
NOTE 8<br />
SODA ASH ROOM<br />
WITH INSULATED METAL PANEL.<br />
AND PIPING CONNECTIONS.<br />
UH-11<br />
NOTE 8<br />
UH-10<br />
NOTE 8<br />
CHEMICAL STORAGE<br />
SILO DUCT. REFER TO<br />
PHOTOGRAPH 1 ON<br />
THIS DRAWING<br />
1. REMOVE EXISTING MOTORIZED DAMPER MD-1 AND PLENUM. INSTALL NEW<br />
MOTORIZED DAMPER AND PLENUM. REFER TO DWG. 000-M-2001 FOR DETAILS.<br />
2. REMOVE EXISTING DAMPER MD-2 AND PLENUM. CAP UNUSED LOUVER OPENING<br />
WITH INSULATED BLANK-OFF PANEL.<br />
3. REPLACE MOTORIZED DAMPER MD-3 WITH NEW INSULATED BLADE MOTORIZED<br />
DAMPERS MD-3A AND MD-3B. REFER TO DWG. 000-M-2001 FOR DETAILS.<br />
UH-9<br />
NOTE 8<br />
4. REMOVE EXISTING EXHAUST FAN EF-9 AND BACKDRAFT DAMPER. CAP ROOF OPENING<br />
5. REMOVE EXISTING EXHAUST FAN EF-8, BACKDRAFT DAMPER, AND ASSOCIATED<br />
DUCTWORK. INSTALL NEW FAN EF-8 AND DAMPER MD-111. PROVIDE EXHAUST<br />
GRILLE UNDERNEATH ROOF SLAB. REFER TO DWG. 000-M-2001 FOR DETAILS.<br />
6. REMOVE EXISTING FAN AND DAMPER. INSTALL NEW FAN AND DAMPER.<br />
REFER TO DWG. 000-M-2001 FOR DETAILS.<br />
7. REMOVE EXHAUST FAN AND BACKDRAFT DAMPER. INSTALL NEW EXHAUST FAN AND<br />
BACKDRAFT DAMPER. REFER TO DWG. 000-M-2001 FOR DETAILS.<br />
8. REPLACE EXISTING UNIT HEATERS UH-1, UH-2, UH-3, UH-9, UH-10, UH-11, UH-18<br />
N<br />
9. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAVE BEEN OMITTED, FOR CLARITY.<br />
10. EXISTING BACKGROUND TAKEN FROM TOTTEN SIMS HUBICKI ASSOCIATES<br />
IN ASSOCIATION WITH RYSCO ENGINEERING CORPORATION. PROJECT<br />
52-6630, DRAWING M17, AS CONSTRUCTED SEPT. 91. EXISTING BACKGROUND<br />
HAS BEEN MODIFIED BY CH2M HILL TO SUIT THIS PROJECT. ALL BACKGROUND<br />
DIMENSIONS ARE APPROXIMATE.<br />
11. REMOVE EXISTING MOTORIZED DAMPER MD-6. INSTALL NEW<br />
MOTORIZED DAMPER.<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-M-1001_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:05:48 PM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
BUILDING MECHANICAL<br />
MB<br />
LL<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
DEMOLITION<br />
GROUND FLOOR PLAN<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
424251<br />
000-M-1001<br />
19of62<br />
SW LL<br />
RC<br />
LL<br />
2012/07/27<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
NOTE 1<br />
NOTE 2<br />
NOTE 3<br />
NOTE 3<br />
LOW ROOF<br />
UH-13<br />
NOTE 7<br />
NOTE 4<br />
1:100<br />
NOTE 5<br />
NOTE 4<br />
REMOVE AND REPLACE EXISTING<br />
ROOM THERMOSTAT WITH NEW<br />
MASTER THERMOSTAT FOR AC-1<br />
UH-14<br />
NOTE 7<br />
CORRIDOR<br />
UH-15<br />
NOTE 7<br />
DEMOLITION - SECOND FLOOR PLAN<br />
UH-16<br />
NOTE 7<br />
NOTE 8<br />
FILTER AND TANK AREA<br />
NOTES:<br />
UH-17<br />
NOTE 7<br />
NOTE 6<br />
RELOCATE EXISTING 1220 x 25 LINEAR DIFFUSER E-1<br />
(40 L/s) IN CORRIDOR TO WASHROOM VESTIBULE<br />
AS SHOWN<br />
WASHROOM<br />
VESTIBULE<br />
FOR MECHANICAL ROOM DEMOLITION<br />
REFER TO DWG. 000-M-1003<br />
1. REMOVE EXISTING EXHAUST FAN EF-9 AND BACKDRAFT DAMPER. CAP ROOF OPENING WITH<br />
INSULATED METAL PANEL.<br />
2. REMOVE EXISTING EXHAUST FAN EF-8, BACKDRAFT DAMPER, AND ASSOCIATED DUCTWORK.<br />
INSTALL NEW FAN EF-8 AND DAMPER MD-111. PROVIDE EXHAUST GRILLE UNDERNEATH ROOF SLAB.<br />
REFER TO DWG. 000-M-2001 FOR DETAILS.<br />
3. REMOVE EXISTING FAN AND DAMPER. REFER TO DWG. 000-M-2001 FOR DETAILS.<br />
4. REMOVE EXISTING EXHAUST FAN AND BACKDRAFT DAMPER. REFER TO DWG. 000-M-2001 FOR DETAILS.<br />
5. REMOVE EXISTING EXHAUST FAN EF-14 AND DAMPER. REFER TO DWG 000-M-2002 FOR DETAILS.<br />
6. REPLACE EXISTING MOTORIZED DAMPER MD-9 WITH NEW SIZE OF MD-9, AS PER DAMPER SCHEDULE.<br />
REFER TO DWG 000-M-2002 FOR DETAILS.<br />
7. REPLACE EXISTING UNIT HEATERS UH-13, UH-14, UH-15, UH-16, UH-17 AND PIPING CONNECTIONS.<br />
8. REPLACE EXISTING FAN EF-6 AND BDD WITH NEW FAN EF-102 AND DAMPER MD-118. REFER TO<br />
PHOTOGRAPH 1 ON DWG 000-M-1001 FOR MORE DETAILS.<br />
9. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAVE BEEN OMITTED, FOR CLARITY.<br />
10. EXISTING BACKGROUND TAKEN FROM TOTTEN SIMS HUBICKI ASSOCIATES<br />
IN ASSOCIATION WITH RYSCO ENGINEERING CORPORATION. PROJECT<br />
52-6630, DRAWING M16, AS CONSTRUCTED SEPT. 91. EXISTING BACKGROUND<br />
HAS BEEN MODIFIED BY CH2M HILL TO SUIT THIS PROJECT. ALL BACKGROUND<br />
DIMENSIONS ARE APPROXIMATE.<br />
N<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-M-1002_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:06:09 PM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
BUILDING MECHANICAL<br />
MB<br />
LL<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
DEMOLITION<br />
SECOND FLOOR PLAN<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
424251<br />
000-M-1002<br />
20of62<br />
SW LL<br />
RC<br />
LL<br />
2012/07/27<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
REMOVE EXISTING<br />
NATURAL GAS<br />
PIPING BACK TO<br />
40-NG-CS SUPPLY<br />
LOCATED IN CORNER<br />
OF ROOM<br />
EXISTING EXPANSION<br />
TANK TO REMAIN AND<br />
BE REUSED<br />
REMOVE EXISTING<br />
BOILER AND<br />
CONCRETE BASE.<br />
REFER TO DWG<br />
000-M-2003 FOR<br />
NEW BOILER AND<br />
CONCRETE BASE.<br />
REPAIR FLOOR TO<br />
MATCH EXISTING<br />
FLOOR IN AREAS<br />
NOT COVERED UP<br />
BY NEW CONCRETE<br />
BASE. REFER TO<br />
0330-143<br />
DRAWINGS<br />
ON<br />
STRUCTURAL<br />
1 2 3 4 5 6<br />
1:50<br />
REMOVE EXISTING BOILER STACKS<br />
AS SHOWN. SEAL STACK AT EXISTING<br />
TEE AIR TIGHT WITH SST CAP<br />
EXISTING TEE<br />
REMOVE EXISTING BOILER, CONCRETE BASE,<br />
STACKS, NATURAL GAS, AND HOT WATER<br />
HEATING SUPPLY/ RETURNS AS REQUIRED<br />
TO SUIT INSTALLATION OF NEW BOILER<br />
2<br />
REMOVE EXISTING SHELVING<br />
ALONG 2 WALLS TO CLEAR NEW<br />
EQUIPMENT AND DUCTING<br />
DEMOLITION PLAN - MECHANICAL ROOM<br />
REMOVE EXISTING<br />
HOT WATER HEATING<br />
SUPPLY PIPING AS<br />
REQUIRED TO SUIT<br />
INSTALLATION<br />
OF NEW BOILER.<br />
RECONNECT TO<br />
NEW BOILER.<br />
REPLACE EXISTING<br />
PUMPS, VALVES, FLEX<br />
CONNECTORS AND<br />
STRAINERS. REFER TO<br />
DWG 000-M-0007 FOR<br />
DETAILS<br />
REMOVE EXISTING<br />
HOT WATER HEATING<br />
RETURN PIPING AS<br />
REQUIRED TO SUIT<br />
INSTALLATION<br />
OF NEW BOILER.<br />
RECONNECT TO<br />
NEW BOILER. REFER<br />
TO DWG 000-M-0007<br />
FOR ADDITIONAL<br />
VALVING, PUMPS,<br />
FLEX CONNECTORS,<br />
AND STRAINERS<br />
EXISTING EXPANSION<br />
TANK TO REMAIN.<br />
RECONNECT TO NEW<br />
SYSTEM WITH NEW<br />
PIPING<br />
EXISTING HOT WATER<br />
TANK TO REMAIN<br />
1<br />
3<br />
REMOVE EXISTING NATURAL GAS<br />
SUPPLY (FOR BOILER AND HOT<br />
WATER TANK) BACK TO<br />
40-NG-CS RISER<br />
4<br />
NOTE 2<br />
NOTE 1<br />
EXISTING 40-NG-CS<br />
SUPPLY FROM CHEMICAL STORAGE ON GROUND<br />
FLOOR BELOW. REFER TO DWG 000-M-2003<br />
FOR MODIFICATIONS TO EXISTING 40-NG-CS<br />
REMOVE EXISTING<br />
BOILER AND<br />
CONCRETE BASE.<br />
REFER TO DWG<br />
000-M-2003 FOR<br />
NEW BOILER AND<br />
CONCRETE BASE.<br />
REPAIR FLOOR TO<br />
MATCH EXISTING<br />
FLOOR IN AREAS<br />
NOT COVERED UP<br />
BY NEW CONCRETE<br />
BASE. REFER TO<br />
0330-143<br />
DRAWINGS<br />
ON<br />
STRUCTURAL<br />
EXISTING HOT WATER<br />
TANK TO REMAIN<br />
1 PHOTOGRAPH<br />
2 NTS PHOTOGRAPH<br />
3 NTS PHOTOGRAPH<br />
4 NTS PHOTOGRAPH<br />
NTS<br />
NOTE 3<br />
NOTE 3<br />
NOTE 2<br />
NOTE 1<br />
REMOVE EXISTING<br />
AIR HANDLING UNIT<br />
AC-1, CONCRETE BASE,<br />
AND ASSOCIATED<br />
DUCTWORK. REFER TO<br />
DWG 000-M-2003 FOR<br />
NEW AC-1,CONCRETE<br />
BASE AND ASSOCIATED<br />
DUCTWORK. REPAIR<br />
FLOOR TO MATCH<br />
EXISTING FLOOR IN<br />
AREAS NOT COVERED<br />
UP BY NEW CONCRETE<br />
BASE. REFER TO<br />
0330-143<br />
DRAWINGS<br />
ON<br />
STRUCTURAL<br />
NOTES:<br />
REPLACE EXISTING MOTORIZED<br />
DAMPER MD-11. RELOCATE NEW<br />
MOTORIZED DAMPER MD-11 PER<br />
DWG 000-M-2003<br />
REPLACE EXISTING MOTORIZED<br />
DAMPER MD-12<br />
1. REMOVE EXISTING AC-1 AND ASSOCIATED DUCTWORK<br />
CONNECTIONS AS SHOWN. REFER TO DWG. 000-M-2003<br />
FOR DETAILS.<br />
2. REMOVE EXISTING CHEMICAL STORAGE EXHAUST FAN EF-12<br />
AND REPLACE WITH NEW 2-SPEED VFD FAN AND DAMPER.<br />
REFER TO DWG. 000-M-2003 FOR DETAILS.<br />
3. REMOVE EXISTING BOILER AND PIPING AS SHOWN.<br />
4. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAVE BEEN OMITTED, FOR CLARITY.<br />
5. EXISTING BACKGROUND TAKEN FROM TOTTEN SIMS HUBICKI ASSOCIATES<br />
IN ASSOCIATION WITH RYSCO ENGINEERING CORPORATION. PROJECT<br />
52-6630, DRAWING M15, AS CONSTRUCTED SEPT. 91. EXISTING BACKGROUND<br />
HAS BEEN MODIFIED BY CH2M HILL TO SUIT THIS PROJECT. ALL BACKGROUND<br />
DIMENSIONS ARE APPROXIMATE.<br />
N<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-M-1003_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:06:34 PM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
BUILDING MECHANICAL<br />
MB<br />
LL<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
DEMOLITION<br />
MECHANICAL ROOM<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
424251<br />
21of62<br />
SW LL<br />
LL RC<br />
2012/07/27<br />
000-M-1003<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
MD-2<br />
M<br />
OSA<br />
(2610 L/s)<br />
MD-1<br />
M<br />
1 2 3 4 5 6<br />
CP-EF-8<br />
NOTE: EF-8 INTERLOCK WITH MD-1.<br />
HIGH LIFT<br />
PUMP ROOM<br />
T<br />
UH-1<br />
NTS<br />
EA<br />
EF-9<br />
(2731 L/s)<br />
BDD<br />
MD-111<br />
+/-<br />
M<br />
EA<br />
EF-8<br />
(2610 L/s)<br />
MD-110<br />
T2<br />
REACTIVATION<br />
AIR INLET<br />
(35 L/s)<br />
WORKSHOP<br />
+/-<br />
(105 L/s)<br />
BDD<br />
EF-15<br />
HIGH LIFT PUMP ROOM/PIPE GALLERY<br />
M<br />
D-103<br />
MS-0043<br />
EA<br />
M<br />
RA<br />
HUMIDISTAT<br />
(140 L/s)<br />
H<br />
REACTIVATION<br />
AIR EXHAUST<br />
(35 L/s)<br />
SA<br />
BDD<br />
(140 L/s)<br />
TIMER<br />
UH-3<br />
SA<br />
T<br />
(35 L/s)<br />
RA<br />
(70 L/s)<br />
PIPE<br />
GALLERY<br />
+/-<br />
SA<br />
(35 L/s)<br />
CORRIDOR 105<br />
REACTIVATION<br />
AIR EXHAUST<br />
(18 L/s)<br />
M<br />
D-101<br />
SA<br />
(GROUND FLOOR)<br />
BDD<br />
(70 L/s)<br />
SA<br />
(35 L/s)<br />
METER ROOM<br />
-<br />
H<br />
SA<br />
(35 L/s)<br />
EA<br />
M<br />
+/-<br />
(54 L/s)<br />
MD-109<br />
MS-0061<br />
HUMIDISTAT<br />
TIMER<br />
BDD<br />
EF-15 AND EF-16<br />
REACTIVATION<br />
AIR INLET<br />
(18 L/s)<br />
EF-16<br />
MAKE-UP AIR FROM EXISTING<br />
ROOF HOOD RH-4 FOR<br />
BUILDING MECHANICAL<br />
0<br />
HVAC<br />
AIR FLOW SCHEMATICS<br />
AND CONTROLS (1)<br />
RC<br />
LL<br />
424251<br />
000-M-0002<br />
FILENAME: 000-M-0002_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 5:59:49 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
LL<br />
PHASE I UPGRADES<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
LL<br />
SW<br />
2012/07/27<br />
22of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
EA<br />
(1650 L/s)<br />
MD-116<br />
EMERGENCY<br />
OPEN<br />
EMERGENCY<br />
PUSH<br />
BUTTON<br />
HS-0054<br />
M<br />
CP-EF-12<br />
CP-EF-101<br />
1 2 3 4 5 6<br />
EF-101<br />
(2-SPEED, VFD<br />
CONTROLLED)<br />
EF-12<br />
NORMAL<br />
VENT<br />
MD-115<br />
M<br />
M<br />
M MD-117<br />
MAU-101 DPS-0051<br />
MD-118 M<br />
(2-SPEED, VFD US-0052<br />
EA<br />
CONTROLLED)<br />
EA<br />
(538/188 L/s)<br />
(350/700 L/s)<br />
T<br />
OSA<br />
(825/1650 L/s)<br />
UH-9<br />
UH-10<br />
UH-18<br />
NATURAL GAS<br />
SUPPLY<br />
T<br />
SA<br />
NTS<br />
TS-0053<br />
SMOKE DETECTOR<br />
ALARM TO SCADA<br />
(825/1650 L/s)<br />
I<br />
CO<br />
RA<br />
(432 L/s)<br />
CP-EF-103<br />
CP-MAU-101<br />
AIS-0056<br />
MECHANICAL<br />
ROOM<br />
M<br />
EF-103<br />
T<br />
SA<br />
+/-<br />
(275/550 L/s)<br />
SA<br />
(275/550 L/s)<br />
SA<br />
(275/550 L/s)<br />
CHEMICAL STORAGE<br />
EA<br />
(432 L/s)<br />
M<br />
MD-106<br />
AIS-0025<br />
-<br />
CO<br />
(350/700 L/s MAX)<br />
OSA<br />
(432L/s)<br />
M MD-108<br />
M<br />
MD-104<br />
CHEMICAL STORAGE AND MECHANICAL ROOM<br />
TA<br />
REFER TO DWG 000-M-0006<br />
FOR ADDITIONAL EQUIPMENT<br />
IN MECHANICAL ROOM<br />
UH-11<br />
EMERGENCY<br />
CLOSE<br />
(2-SPEED, VFD<br />
CONTROLLED)<br />
T<br />
SODA ASH ROOM<br />
EF-102<br />
-<br />
EA<br />
EF-6<br />
(1248 L/s)<br />
BDD<br />
CP-EF-102<br />
M<br />
EMERGENCY<br />
PUSH<br />
BUTTON<br />
HS-0055<br />
OSA<br />
(700 L/s MAX)<br />
MD-6<br />
BUILDING MECHANICAL<br />
MB<br />
LL<br />
07/2012<br />
0<br />
HVAC<br />
AIR FLOW SCHEMATICS<br />
AND CONTROLS (2)<br />
RC<br />
LL<br />
2012/07/27<br />
424251<br />
000-M-0003<br />
FILENAME: 000-M-0003_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:00:08 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
ISSUED FOR TENDER<br />
PHASE I UPGRADES<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
23of62<br />
LL<br />
SW<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
REACTIVATION<br />
AIR INLET<br />
(283 L/s)<br />
MD-119<br />
M<br />
REACTIVATION<br />
AIR EXHAUST<br />
(283 L/s)<br />
1 2 3 4 5 6<br />
BDD<br />
NATURAL GAS SUPPLY<br />
CP-D-102A<br />
M<br />
D-102<br />
CORRIDOR<br />
M<br />
(SECOND FLOOR)<br />
T<br />
DIRECT FIRED<br />
REACTIVATION AIR<br />
HEATING SECTION<br />
TIT-0001<br />
NTS<br />
CP-EF-14<br />
REMOTE<br />
CP-D-102B<br />
RA<br />
REMOTE TEMPERATURE<br />
ON PIPE IN PIPE GALLERY<br />
(BY MANUFACTURER)<br />
(531 L/s)<br />
TRANSMITTER IN THERMOWELL<br />
-<br />
SA (531 L/s)<br />
FILTER AND TANK AREA<br />
FILTER AND TANK AREA<br />
EA<br />
(472 L/s)<br />
SA (76 L/s)<br />
TO STAIR<br />
MIT-0001<br />
AIS-0002<br />
MS-0003<br />
DEW POINT<br />
HUMIDISTAT<br />
DP SENSOR CO H<br />
EF-14<br />
M MD-105<br />
SA<br />
(76 L/s)<br />
SA<br />
(76 L/s)<br />
SA<br />
(76 L/s)<br />
SA<br />
(76 L/s)<br />
SA<br />
(76 L/s)<br />
SA<br />
(76 L/s)<br />
UH-13<br />
UH-14<br />
UH-15<br />
UH-16<br />
UH-17<br />
T<br />
M<br />
MD-9<br />
TIMER<br />
OA<br />
(472 L/s)<br />
BUILDING MECHANICAL<br />
0<br />
HVAC<br />
AIR FLOW SCHEMATICS<br />
AND CONTROLS (3)<br />
RC<br />
LL<br />
424251<br />
000-M-0004<br />
FILENAME: 000-M-0004_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:00:29 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
LL<br />
PHASE I UPGRADES<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
LL<br />
SW<br />
2012/07/27<br />
24of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
COMBUSTION AIR<br />
(1102 L/s)<br />
HEAT RELIEF<br />
(2670 L/s)<br />
OSA<br />
(415 L/s)<br />
MD-114<br />
MD-3A<br />
OSA<br />
MD-3B<br />
M<br />
M<br />
M<br />
NTS<br />
EA<br />
(2670 L/s)<br />
UH-2<br />
EF-10 EF-11<br />
M M<br />
MD-112 MD-113<br />
T<br />
+/-<br />
EA<br />
GENERATOR ROOM<br />
(415 L/s)<br />
CP-EF-10<br />
CP-EF-11<br />
T3<br />
HTL<br />
TSH-0011<br />
BUILDING MECHANICAL<br />
0<br />
HVAC<br />
AIR FLOW SCHEMATICS<br />
AND CONTROLS (4)<br />
RC<br />
LL<br />
424251<br />
000-M-0005<br />
FILENAME: 000-M-0005_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:00:50 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
LL<br />
PHASE I UPGRADES<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
LL<br />
SW<br />
2012/07/27<br />
25 of62<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
OSA<br />
(167 L/s)<br />
OSA<br />
RA FROM<br />
ADMINISTRATION<br />
AREA (1498 L/s)<br />
CO2 T-7<br />
M<br />
EF-104<br />
ECONOMIZER<br />
EXHAUST FAN<br />
MD-12<br />
OSA<br />
(432 L/s)<br />
M MD-108<br />
(1666 L/s)<br />
M<br />
MD-120<br />
M MD-11<br />
REFRIGERANT<br />
PIPING<br />
NTS<br />
DUCT ACOUSTIC<br />
SILENCER<br />
DPS<br />
H/C<br />
M<br />
CU-101<br />
T<br />
AC-1<br />
SA<br />
(1665 L/s)<br />
DX<br />
I<br />
SMOKE<br />
DETECTOR<br />
ALARM TO<br />
SCADA<br />
TS-0023<br />
COOLING COIL<br />
FILTER<br />
HWS/HWR<br />
MECHANICAL ROOM<br />
FROM BOILER B-1<br />
REFER TO DWG 000-M-003<br />
FOR ADDITIONAL EQUIPMENT<br />
IN MECHANICAL EQUIPMENT ROOM<br />
D1 CORRIDOR<br />
(GROUND FLOOR)<br />
240 L/s<br />
D2 LOBBY (GROUND FLOOR)<br />
AND CORRIDOR (SECOND<br />
FLOOR WEST SIDE) 640 L/s<br />
D3 CORRIDOR<br />
(SECOND FLOOR EAST SIDE)<br />
120 L/s<br />
D4 CONTROL ROOM<br />
165 L/s<br />
D5 LABORATORY AND FOYER<br />
219 L/s<br />
D6 TO MANAGER’S OFFICE<br />
AND STAFF ROOM<br />
281 L/s<br />
(REPLACE MANAGER’S OFFICE<br />
THERMOSTAT WITH NEW MASTER<br />
THERMOSTAT FOR AC-1)<br />
CP-AC-1<br />
(BY MFR)<br />
BUILDING MECHANICAL<br />
0<br />
HVAC<br />
AIR FLOW SCHEMATICS<br />
AND CONTROLS (5)<br />
RC<br />
LL<br />
424251<br />
000-M-0006<br />
FILENAME: 000-M-0006_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:01:22 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
LL<br />
PHASE I UPGRADES<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
LL<br />
SW<br />
2012/07/27<br />
26of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
CHEMICAL<br />
CHEMICAL<br />
CHEMICAL<br />
HIGH LIFT<br />
SODA ASH ROOM CHLORINATOR ROOM CHLORINE STORAGE ROOM METER ROOM LOBBY (CONVECTOR) PIPE GALLERY WORKSHOP<br />
GENERATOR ROOM<br />
STORAGE<br />
STORAGE<br />
STORAGE<br />
PUMP ROOM<br />
UH-11 UH-10<br />
UH-9 UH-18<br />
UH-8 UH-7 UH-5 UH-6<br />
UH-3 UH-4<br />
UH-1 UH-2<br />
25-HW R<br />
25-HW S<br />
WATER<br />
F<br />
MECHANICAL ROOM<br />
UH-12<br />
B<br />
25-HWR<br />
25-HWS<br />
1 2 3 4 5 6<br />
20-HW R<br />
20-HW S<br />
F<br />
B<br />
32-HWR<br />
32-HWS<br />
20-HW R<br />
80-HW R 65-HW R<br />
80-HW R<br />
B<br />
F<br />
20-HW S<br />
65-HW S<br />
80-HW S<br />
F<br />
F<br />
B<br />
B<br />
20-HW R<br />
80-HWS<br />
BOILER<br />
BOILER<br />
F<br />
HX PUMP 2<br />
B<br />
40-HWS<br />
POT FEEDER<br />
(BY MANUFACTURER)<br />
HX PUMP 1<br />
(BY MANUFACTURER)<br />
F<br />
20-HW S<br />
50-HWR<br />
50-HWR<br />
25-HW R<br />
B<br />
F<br />
25-HW S<br />
300mm MAX<br />
DISTANCE<br />
NEW<br />
BOILER<br />
B-1<br />
UH-17<br />
941 MBH OUTPUT<br />
NTS<br />
25-HW R<br />
FILTER AND<br />
TANK AREA<br />
20-HW R<br />
B<br />
F<br />
25-HW S<br />
20-HW S<br />
TO AC UNIT<br />
HEAT COIL<br />
TO AC UNIT<br />
HEAT COIL<br />
65-HWR<br />
65-HWS<br />
UH-16<br />
40-HWS<br />
25-HW R<br />
20-HW R<br />
REPLACE<br />
FILTER AND<br />
TANK AREA<br />
25-HW S<br />
20-HW S<br />
REPLACE<br />
CP-1 CP-2<br />
5.2 L/s<br />
(DUTY PUMP)<br />
5.2 L/s<br />
(STAND-BY<br />
PUMP)<br />
UH-15<br />
25-HW R<br />
40-HW R<br />
FILTER AND<br />
TANK AREA<br />
20-HW R<br />
25-HW S<br />
40-HW S<br />
20-HW S<br />
50-HWR<br />
50-HWS<br />
32-HWS 25-HWS 20-HWS<br />
EXISTING EXPANSION<br />
TANK. RECONNECT<br />
TO NEW PIPING<br />
UH-14<br />
32-HW R<br />
FILTER AND<br />
TANK AREA<br />
B 40-HWR 40-HWR<br />
32-HWR 25-HWR 20-HWR<br />
NATURAL GAS SUPPLY<br />
75-HWS<br />
B<br />
F<br />
HYDRONIC HEATING SYSTEM UPGRADE SCHEMATIC<br />
B<br />
F<br />
20-HW R<br />
NOTE:<br />
B<br />
F<br />
32-HW S<br />
20-HW S<br />
UH-13<br />
25-HW R<br />
FILTER AND<br />
TANK AREA<br />
AND PUMPS, AND REBALANCING THE SYSTEM.<br />
20-HW R<br />
B<br />
F<br />
25-HW S<br />
20-HW S<br />
40-HWR<br />
40-HWS<br />
CONTRACTOR TO ENSURE THAT THE EXISTING HYDRONIC PIPING SYSTEM<br />
IS COMPLETELY POWER FLUSHED PRIOR TO INSTALLING THE NEW BOILER<br />
B<br />
F<br />
25-HW R<br />
25-HW S<br />
32-HWR<br />
32-HWS<br />
25-HW R<br />
B<br />
F<br />
25-HW S<br />
25-HWR<br />
25-HWS<br />
BUILDING MECHANICAL<br />
0<br />
RC<br />
LL<br />
424251<br />
000-M-0007<br />
FILENAME: 000-M-0007_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:01:51 PM<br />
B<br />
F<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
LL<br />
PHASE I UPGRADES<br />
HVAC<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
APVD<br />
CHK<br />
DSGN DR<br />
HYDRONIC HEATING SYSTEM<br />
UPGRADE SCHEMATIC<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
LL<br />
SW<br />
2012/07/27<br />
27of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
DATE<br />
PROJ<br />
VERIFY SCALE<br />
FILENAME: 000-M-0008_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:02:24 PM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
BUILDING MECHANICAL<br />
MB<br />
LL<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
HVAC<br />
EQUIPMENT SCHEDULES (1)<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
28of62<br />
SW LL<br />
LL RC<br />
2012/07/27<br />
424251<br />
000-M-0008<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
DATE<br />
PROJ<br />
VERIFY SCALE<br />
FILENAME: 000-M-0009_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:02:54 PM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
BUILDING MECHANICAL<br />
MB<br />
LL<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
HVAC<br />
EQUIPMENT SCHEDULES (2)<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
29of62<br />
SW LL<br />
LL RC<br />
2012/07/27<br />
424251<br />
000-M-0009<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
DATE<br />
PROJ<br />
VERIFY SCALE<br />
FILENAME: 000-M-0010_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:03:22 PM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
BUILDING MECHANICAL<br />
MB<br />
LL<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
HVAC<br />
EQUIPMENT SCHEDULES (3)<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
30of62<br />
SW LL<br />
LL RC<br />
2012/07/27<br />
424251<br />
000-M-0010<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
HIGH LIFT PUMP ROOM<br />
REPLACE EXISTING<br />
MOTORIZED DAMPER<br />
AND PLENUM WITH NEW<br />
DAMPER AND PLENUM<br />
1 2 3 4 5 6<br />
MD-1<br />
CAP UNUSED LOUVER OPENING<br />
WITH INSULATED BLANK-OFF<br />
PANEL<br />
REPLACE EXISTING<br />
MOTORIZED DAMPER<br />
MD-3 WITH MD-3A<br />
AND MD-3B<br />
600x600<br />
415 L/s<br />
MD-3A<br />
MD-3B<br />
M<br />
M<br />
M<br />
PROVIDE SUPPORT OFF EXISTING<br />
WALL FOR D-101 AND D-103.<br />
MOUNT UNITS ABOVE DOOR HEIGHT<br />
FL EL<br />
293.000<br />
M MD-114<br />
EF-10<br />
NOTE 3<br />
EF-11<br />
NOTE 3<br />
UH-2<br />
NOTE 5<br />
FL EL 293.000<br />
EXISTING SST<br />
DISCHARGE<br />
PIPE<br />
EF-9<br />
NOTE 1<br />
UH-1<br />
NOTE 5<br />
NOTE 2<br />
EF-8<br />
RG<br />
400x150<br />
140 L/s<br />
D-103<br />
1 PHOTOGRAPH<br />
NTS<br />
UH-3<br />
NOTE 5<br />
1<br />
400x150-RA<br />
EF-15<br />
GENERATOR ROOM<br />
PROVIDE SST THREDOLET FOR THERMOWELL/<br />
TEMPERATURE SENSOR TIT-0001 (SUPPLIED BY<br />
DEHUMIDIFIER SUPPLIER) ON SST DISCHARGE<br />
PIPE. CONNECT TO DEHUMIDIFIER CONTROL<br />
PANEL CP-D-102 ON SECOND FLOOR CORRIDOR<br />
H<br />
150 REACTION<br />
AIR EXHAUST.<br />
TERMINATE WITH<br />
45 ELBOW AND<br />
BIRD SCREEN<br />
BDD BDD<br />
MS-0061<br />
200 REACTION AIR<br />
INLET. TERMINATE<br />
WITH 90 ELBOW<br />
AND BIRD<br />
SCREEN<br />
MD-110<br />
M M<br />
FL EL 293.000<br />
NOTE 4<br />
D-101<br />
200-SA<br />
100 REACTION AIR INLET.<br />
TERMINATE WITH 90 ELBOW<br />
AND BIRD SCREEN<br />
100 REACTION<br />
AIR EXHAUST.<br />
TERMINATE WITH<br />
45 ELBOW AND<br />
BIRD SCREEN<br />
9<br />
000-A-5001<br />
TYPICAL<br />
ON END OF DUCT<br />
MD-109<br />
800 MINIMUM DISTANCE BETWEEN<br />
INLET AND EXHAUST, TYPICAL<br />
100 SA. PROVIDE BIRD SCREEN<br />
PIPE GALLERY<br />
1:100<br />
FL EL 293.000<br />
EF-16<br />
NOTE 4<br />
D-103<br />
FILTER AND TANK AREA<br />
GROUND FLOOR PLAN<br />
MS-0043<br />
H<br />
REPLACE EXISTING<br />
MOTORIZED DAMPER<br />
MD-6<br />
M<br />
CORRIDOR<br />
200-SA<br />
CO<br />
SR-1<br />
250x150<br />
35 L/s<br />
CHEMICAL<br />
STORAGE<br />
AIS-0055<br />
UH-18<br />
NOTE 5<br />
(TYP. OF 2<br />
THIS DUCT)<br />
TG-1<br />
600x600<br />
350/700 L/s<br />
(TYP. OF 4<br />
THIS DUCT)<br />
M<br />
SODA ASH ROOM<br />
MD-104<br />
FL EL 293.000<br />
SG<br />
500x400<br />
3 PLACES<br />
FD<br />
NOTES:<br />
EF-101<br />
UH-11<br />
NOTE 5<br />
EF-105<br />
MD-116<br />
JANITOR ROOM<br />
UH-9<br />
NOTE 5<br />
UH-10<br />
NOTE 5<br />
150 FRP DUCT DOWN<br />
TO CHEMICAL ENCLOSURE.<br />
REFER TO ARCHITECTURAL<br />
DRAWINGS FOR FOR<br />
ENCLOSURE DETAILS<br />
450x600 DUCT UP TO<br />
MECHANICAL ROOM.<br />
REFER TO DWG.<br />
000-M-2003 FOR<br />
CONTINUATION<br />
1. REMOVE EXISTING EXHAUST FAN EF-9 AND BACKDRAFT DAMPER. CAP ROOF OPENING<br />
WITH INSULATED METAL PANEL.<br />
2. REMOVE EXISTING EXHAUST FAN EF-8, BACKDRAFT DAMPER, AND ASSOCIATED DUCTWORK.<br />
INSTALL NEW FAN EF-8 AND DAMPER MD-111. PROVIDE EXHAUST GRILLE UNDERNEATH<br />
ROOF SLAB.<br />
3. REPLACE EXISTING FAN AND DAMPER.<br />
4. REPLACE EXHAUST FAN AND BACKDRAFT DAMPER.<br />
5. REPLACE EXISTING UNIT HEATERS UH-1, UH-2, UH-3, UH-9, UH-10, UH-11, UH-18<br />
AND PIPING CONNECTIONS.<br />
6. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAVE BEEN OMITTED, FOR CLARITY.<br />
7. EXISTING BACKGROUND TAKEN FROM TOTTEN SIMS HUBICKI ASSOCIATES IN ASSOCIATION<br />
WITH RYSCO ENGINEERING CORPORATION. PROJECT 52-6630, DRAWING M17, AS<br />
CONSTRUCTED SEPT. 91. EXISTING BACKGROUND HAS BEEN MODIFIED BY CH2M HILL TO<br />
SUIT THIS PROJECT. ALL BACKGROUND DIMENSIONS ARE APPROXIMATE.<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-M-2001_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:06:59 PM<br />
N<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
BUILDING MECHANICAL<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
LL<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
HVAC<br />
GROUND FLOOR PLAN<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
424251<br />
000-M-2001<br />
31of62 LL<br />
SW<br />
RC<br />
LL<br />
2012/07/27<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
CORRIDOR<br />
600x400-RA<br />
EXISTING COLUMN<br />
FLEXIBLE CONNECTION,<br />
TYPICAL. REFER TO NOTE 2<br />
DEHUMIDIFIER RETURN<br />
AIR SIDE<br />
7<br />
300x300 REACTIVATION<br />
AIR EXHAUST THROUGH<br />
000-A-5001WALL<br />
WITH 300x300<br />
GRILLE AND BDD<br />
D-102 DEHUMIDIFIER<br />
300x300 REACTIVATION<br />
7<br />
AIR INLET THROUGH<br />
000-A-5001WALL<br />
WITH 300x300 GRILLE<br />
100 HIGH CONCRETE BASE<br />
SIZED TO SUIT DEHUMIDIFIER.<br />
REFER TO ON<br />
0330-056<br />
STRUCTURAL DRAWINGS<br />
CP-D-102<br />
M<br />
MD-119<br />
EXISTING<br />
COLUMN<br />
NOTE:<br />
UH-13<br />
NOTE 1<br />
400x300-SA<br />
DP<br />
RUN ALL HORIZONTAL DUCTING<br />
ASSOCIATED WITH DEHUMIDIFIER<br />
D-102 ABOVE EXISTING SUSPENDED<br />
LINEAR METAL CEILING IN CORRIDOR<br />
8<br />
000-M-5001<br />
CONTROL PANEL<br />
GAS TRAIN<br />
CP-EF-14<br />
RG-1<br />
600x400<br />
531 L/s<br />
EF-14<br />
MD-105<br />
MIT-0001<br />
DEHUMIDIFIER FRONT<br />
NOTE 5<br />
1:100<br />
UH-14<br />
NOTE 1<br />
MASTER<br />
THERMOSTAT<br />
FOR AC-1<br />
SR-1<br />
300x200<br />
76 L/s<br />
(TYP OF 7<br />
THIS DUCT)<br />
SECOND FLOOR PLAN<br />
UH-15<br />
NOTE 1<br />
FILTER AND TANK AREA<br />
END OF<br />
EXISTING<br />
MONORAIL<br />
300x350-SA 250x350-SA 250x300-SA<br />
T<br />
AIS-0002<br />
250x250-SA<br />
UH-16<br />
NOTE 1<br />
EF-102<br />
MD-118<br />
NOTE 3<br />
CO<br />
250x200-SA<br />
SA TO STAIR AREA<br />
FD<br />
FL EL 297.850<br />
M<br />
MD-9<br />
NOTE 4<br />
EXISTING HIGH ROOF<br />
ACCESS HATCH ABOVE<br />
UH-17<br />
NOTE 1<br />
FOR MECHANICAL ROOM<br />
HVAC LAYOUT REFER TO<br />
DWG. 000-M-2003<br />
MECHANICAL ROOM<br />
450x600 SUPPLY DUCT<br />
FROM AIR HANDLING UNIT<br />
MAU-101 ON ROOF, DOWN<br />
TO CHEMICAL STORAGE<br />
UPPER SODA ASH ROOM<br />
NOTES:<br />
DIMENSIONS ARE APPROXIMATE.<br />
REFER TO DWG 000-M-1002 FOR<br />
EXISTING DIFFUSER RELOCATION<br />
1<br />
000-M-5001<br />
1. REPLACE EXISTING UNIT HEATERS UH-13, UH-14, UH-15, UH-16, UH-17<br />
AND PIPING CONNECTIONS.<br />
2. PROVIDE FLEXIBLE CONNECTION AT END OF ALL DUCTS CONNECTING<br />
TO DEHUMIDIFIER D-102.<br />
3. REPLACE EXISTING FAN EF-6 AND BDD WITH NEW FAN EF-102 AND DAMPER MD-118.<br />
REFER TO PHOTOGRAPH 1 ON DWG 000-M-1001 FOR ADDITIONAL DETAILS.<br />
4. REPLACE EXISTING MOTORIZED DAMPER MD-9 WITH NEW SIZE OF MD-9<br />
AS PER THE DAMPER SCHEDULE.<br />
5. REPLACE EXISTING FAN EF-14 AND DAMPER WITH NEW FAN EF-14 AND DAMPER MD-105.<br />
6. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAVE BEEN OMITTED, FOR CLARITY.<br />
7. EXISTING BACKGROUND TAKEN FROM TOTTEN SIMS HUBICKI ASSOCIATES<br />
IN ASSOCIATION WITH RYSCO ENGINEERING CORPORATION. PROJECT<br />
52-6630, DRAWING M16, AS CONSTRUCTED SEPT. 91. EXISTING BACKGROUND<br />
HAS BEEN MODIFIED BY CH2M HILL TO SUIT THIS PROJECT. ALL BACKGROUND<br />
N<br />
BUILDING MECHANICAL<br />
0<br />
HVAC<br />
SECOND FLOOR PLAN<br />
LL<br />
424251<br />
FILENAME: 000-M-2002_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:07:24 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
MB<br />
LL<br />
ISSUED FOR TENDER<br />
07/2012<br />
PHASE I UPGRADES<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
SW LL<br />
RC<br />
2012/07/27<br />
000-M-2002<br />
32of62<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
1<br />
EXISTING HIGH ROOF<br />
ACCESS HATCH ABOVE<br />
ON ROOF, DOWN TO CHEMICAL<br />
000-M-5001<br />
STORAGE<br />
3<br />
AIS-0025<br />
450x600 SUPPLY DUCT FROM<br />
MAKE-UP AIR UNIT MAU-101<br />
450x450 EXHAUST DUCTWORK<br />
UP TO ROOF GOOSENECK<br />
1:50<br />
450x450 EXHAUST DUCTWORK<br />
UP TO ROOF GOOSENECK<br />
000-M-5001<br />
150 SST BOILER<br />
VENT OUTLET<br />
UP TO ROOF<br />
2 - 50 DIAMETER<br />
(STACKED) INLET<br />
CONNECTIONS<br />
1 - 75 DIAMETER B-1<br />
OUTLET<br />
CONNECTION<br />
150 SST BOILER<br />
AIR INTAKE<br />
UP TO ROOF<br />
CO<br />
1<br />
-<br />
0330-056<br />
FD (ON FLOOR SLAB)<br />
M<br />
450x450-EA<br />
EXHAUST DUCTING DETAIL<br />
NTS<br />
MD-106<br />
BOILER. REFER TO<br />
DWG 000-M-0007<br />
FOR PIPING DETAILS<br />
100 HIGH CONCRETE BASE SIZED<br />
TO SUIT EQUIPMENT. REFER TO<br />
40 NATURAL GAS CONNECTION.<br />
CONNECT TO EXISTING NATURAL<br />
GAS SUPPLY<br />
ON STRUCTURAL DRAWINGS<br />
AC-1<br />
AIR HANDLING UNIT. REFER TO<br />
DWG 000-M-0006 FOR DETAILS<br />
EXISTING UNIT<br />
HEATER UH-12<br />
EF-103<br />
EF-103<br />
TRANSITION PLENUM.<br />
CONNECT TO EXISTING<br />
DUCTWORK<br />
EXISTING HUB DRAIN FOR NEW<br />
AC-1 CONDENSATE DRAIN<br />
EF-12<br />
MD-117<br />
ER-1<br />
600x600<br />
432 L/s<br />
E/A<br />
ER-1<br />
600x600<br />
432 L/s<br />
N<br />
DETAILS<br />
MD-108<br />
400x600<br />
432 L/s<br />
CONNECT EXISTING<br />
AIR RETURN TO NEW<br />
AIR HANDLING UNIT AC-1<br />
2 - SUCTION LINES<br />
2 - LIQUID LINES<br />
REPLACE EXISTING 90 ELBOW ON<br />
VERTICAL 40-NG-CS SUPPLY WITH<br />
A TEE. RUN 20-NG-CS UP TO MAU-101<br />
ON ROOF. RUN 40-NG-CS BRANCH TO<br />
BOILER/ HOT WATER TANK. REFER TO<br />
SCHEMATIC ON DWG 000-M-2005 FOR<br />
FROM AIR HANDLING UNIT<br />
AC-1 UP TO CONDENSER<br />
CU-101 ON ROOF<br />
PART SECOND FLOOR PLAN: MECHANICAL ROOM<br />
M<br />
EXISTING ROOF<br />
TRANSITION DUCT BETWEEN<br />
EXISTING DAMPER AND NEW<br />
AIR HANDLING UNIT AC-1<br />
AND EF-104 ON ROOF<br />
B-1<br />
BOILER. REFER TO<br />
DWG 000-M-0007<br />
FOR PIPING DETAILS<br />
50 DIAMETER INLET<br />
CONNECTION<br />
(FAR SIDE)<br />
75 DIAMETER OUTLET<br />
CONNECTION<br />
(FAR SIDE)<br />
50 DIAMETER INLET<br />
CONNECTION<br />
(FAR SIDE)<br />
150 SST BOILER<br />
VENT OUTLET.<br />
REFER TO<br />
NOTE 3<br />
150 SST BOILER<br />
AIR INTAKE.<br />
REFER TO<br />
NOTE 3<br />
EXISTING BOILER EXHAUST<br />
(TO REMAIN)<br />
600<br />
MAX<br />
915<br />
900<br />
MIN<br />
MIN<br />
CAP<br />
TRANSITION PLENUM.<br />
CONNECT TO EXISTING<br />
DUCTWORK<br />
CO 2<br />
I<br />
TS-0023<br />
CONNECTION<br />
GAS SUPPLY<br />
T<br />
40 NATURAL GAS<br />
EF-104<br />
MD-120<br />
EF-12<br />
MD-117<br />
(FAR SIDE). CONNECT<br />
TO EXISTING NATURAL<br />
NOTES:<br />
TRANSITION DUCT<br />
CONNECT EXISTING<br />
AIR RETURN TO NEW<br />
AIR HANDLING UNIT AC-1<br />
ACOUSTIC ELBOW SILENCER<br />
TRANSITION DUCT BETWEEN<br />
EXISTING DAMPER AND NEW<br />
AIR HANDLING UNIT AC-1<br />
REPLACE EXISTING MOTORIZED<br />
DAMPER MD-12<br />
MOTORIZED<br />
DAMPER MD-11<br />
FLEXIBLE CONNECTION,<br />
TYPICAL<br />
AC-1<br />
AIR HANDLING UNIT. REFER TO<br />
DWG 000-M-0006 FOR DETAILS<br />
100 HIGH CONCRETE BASE<br />
SIZED TO SUIT EQUIPMENT,<br />
TYPICAL AIR HANDLING UNIT<br />
AC-1 AND BOILER B-1. REFER<br />
TO ON STRUCTURAL<br />
0330-056<br />
DRAWINGS<br />
1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAVE BEEN OMITTED, FOR CLARITY.<br />
2. EXISTING BACKGROUND TAKEN FROM TOTTEN SIMS HUBICKI ASSOCIATES<br />
IN ASSOCIATION WITH RYSCO ENGINEERING CORPORATION. PROJECT<br />
52-6630, DRAWING M15, AS CONSTRUCTED SEPT. 91. EXISTING BACKGROUND<br />
HAS BEEN MODIFIED BY CH2M HILL TO SUIT THIS PROJECT. ALL BACKGROUND<br />
DIMENSIONS ARE APPROXIMATE.<br />
3. CONTRACTOR TO PROVIDE SUPPORTS FOR BOILER STACKS AS REQUIRED.<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-M-2003_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:07:47 PM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
BUILDING MECHANICAL<br />
MB<br />
LL<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
HVAC<br />
MECHANICAL ROOM<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
33of62<br />
SW LL<br />
RC<br />
LL<br />
2012/07/27<br />
424251<br />
000-M-2003<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
EF-8<br />
MD-111<br />
EF-10<br />
MD-112<br />
EF-11<br />
MD-113<br />
EF-15 EF-16<br />
EF-14<br />
MD-105<br />
ROOF PLAN<br />
1:100<br />
5<br />
EXISTING<br />
BEAM<br />
BELOW<br />
EXISTING<br />
ROOF HATCH<br />
EXISTING<br />
ROOF DRAIN<br />
EXISTING<br />
AIR INTAKE<br />
EF-102<br />
MD-118<br />
EXISTING<br />
BEAM<br />
BELOW<br />
OUTLET. REFER<br />
000-A-5001<br />
TO NOTE 3<br />
5<br />
1<br />
000-S-5001<br />
150 SST<br />
BOILER B-1 VENT<br />
150 SST<br />
MD-115<br />
BOILER B-1 AIR<br />
INTAKE GOOSENECK.<br />
000-A-5001<br />
REFER TO NOTE 3<br />
18<br />
OSA<br />
42<br />
Elec 1<br />
I<br />
CU-101<br />
EXISTING<br />
CONDENSER<br />
ROOF DRAIN<br />
EXISTING<br />
AIR INTAKE<br />
LOCATE MAKE-UP AIR UNIT<br />
MAU-101<br />
MAU-1 OVER TOP OF EXISTING<br />
MAKE-UP AIR UNIT BEAMS AS SHOWN<br />
FLEXIBLE<br />
CONNECTION<br />
TS-0053<br />
INSULATED<br />
600x450<br />
DUCT<br />
NOTES:<br />
EXISTING EXHAUST FAN<br />
EXISTING VENT<br />
EXISTING 350 DIAMETER<br />
VENT STACK WITH CAP<br />
EF-12<br />
EF-104<br />
SHOWN<br />
MD-117<br />
MD-120<br />
2 - SUCTION LINES<br />
2 - LIQUID LINES<br />
DOWN TO AIR HANDLING UNIT AC-1<br />
IN MECHANICAL ROOM<br />
1<br />
000-S-5001<br />
LOCATE CONDENSER CU-101 OVER TOP<br />
OF EXISTING INTERSECTING BEAMS AS<br />
450x450 EXHAUST DUCT WITH<br />
GOOSENECK FROM EF-103<br />
600x450 DUCT DOWN TO<br />
CHEMICAL STORAGE<br />
5<br />
000-A-5001<br />
1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAVE BEEN OMITTED, FOR CLARITY.<br />
2. EXISTING BACKGROUND TAKEN FROM TOTTEN SIMS HUBICKI ASSOCIATES<br />
IN ASSOCIATION WITH RYSCO ENGINEERING CORPORATION. PROJECT<br />
DIMENSIONS ARE APPROXIMATE.<br />
AND BOILER B-1 VENT OUTLET IS 600mm.<br />
N<br />
52-6630, DRAWING A4, AS CONSTRUCTED SEPT. 91. EXISTING BACKGROUND<br />
4<br />
000-A-5001<br />
HAS BEEN MODIFIED BY CH2M HILL TO SUIT THIS PROJECT. ALL BACKGROUND<br />
3. MAXIMUM CENTRELINE DISTANCE BETWEEN BOILER B-1 AIR INTAKE GOOSENECK<br />
1<br />
000-M-2003<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-M-2004_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:08:11 PM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
BUILDING MECHANICAL<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
LL<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
HVAC<br />
ROOF PLAN<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
424251<br />
000-M-2004<br />
34of62 LL<br />
SW<br />
RC<br />
LL<br />
2012/07/27<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
HIGH LIFT PUMP ROOM<br />
JANITOR ROOM<br />
12-NG-CS<br />
TO NEW<br />
DEHUMIDIFIER<br />
D-102<br />
1 2 3 4 5 6<br />
PLAN DETAIL<br />
1 1:50<br />
GENERATOR ROOM<br />
CONNECT 12-NG-CS<br />
TO EXISTING 40-NG-CS<br />
EXISTING DUCT UP<br />
TO SECOND FLOOR<br />
12-NG-CS<br />
12-NG-CS<br />
UP TO D-102 ON<br />
EXISTING NATURAL GAS METER AND GAS REGULATOR<br />
MOUNTED ON OUTSIDE WALL OF BUILDING.<br />
NATURAL GAS METER/GAS REGULATOR UPGRADE BY<br />
SECOND FLOOR<br />
000-D-5001<br />
1:100<br />
LOCAL UTILITY (UNION GAS) TO SUIT NEW GAS DEMAND<br />
AND PRESSURE. INCREASE NATURAL GAS SUPPLY<br />
PRESSURE TO 13.8 kPa FROM EXISTING.<br />
TOTAL GAS LOAD 1638 MBH<br />
EXISTING 40-NG-CS UP TO<br />
MECHANICAL ROOM ON<br />
SECOND FLOOR. REFER TO<br />
DWGS 000-M-1003, 000-M-2003,<br />
AND 000-M-2006 FOR DETAILS<br />
PIPE GALLERY<br />
DEHUMIDIFIER<br />
D-102<br />
SECOND FLOOR<br />
CORRIDOR<br />
3<br />
GROUND FLOOR PLAN<br />
(1.8 - 2.7 kPa)<br />
PLUG VALVE, TYPICAL<br />
GAS REGULATOR,<br />
TYPICAL<br />
20X12<br />
FILTER AND TANK AREA<br />
40-NG-CS<br />
40-NG-CS<br />
(13.79 kPa)<br />
NATURAL GAS SCHEMATIC<br />
NTS<br />
12-NG-CS<br />
(13.79 kPa)<br />
20-NG-CS<br />
(13.79 kPa)<br />
40-NG-CS<br />
(13.79 kPa)<br />
40-NG-CS<br />
CORRIDOR<br />
OUTSIDE<br />
WALL<br />
20x40<br />
40<br />
20-NG-CS 20<br />
2<br />
000-D-5001<br />
CHEMICAL STORAGE<br />
SODA ASH ROOM<br />
(1.8 kPa)<br />
(1.8 kPa)<br />
(1.8 kPa)<br />
EMERGENCY<br />
EYEWASH<br />
MIXING VALVE<br />
MAKE-UP AIR<br />
UNIT MAU-101<br />
HIGH ROOF<br />
BOILER<br />
B-1<br />
MECHANICAL ROOM<br />
EXISTING HOT<br />
WATER HEATER<br />
MECHANICAL ROOM<br />
GAS METER &<br />
REGULATOR<br />
BY UNION GAS<br />
EMERGENCY EYEWASH.<br />
CONNECT TO EXISTING<br />
DOMESTIC WATER SYSTEM.<br />
REFER TO SPECIFICATIONS<br />
FOR DETAILS<br />
DOMESTIC 12-HW-CU<br />
AND 12-CW-CU FROM<br />
SECOND FLOOR.<br />
REFER TO DWG<br />
000-M-2006 FOR<br />
CONTINUATION<br />
NG PRESSURE (13.79 kPa)<br />
TOTAL GAS LOAD 1638 MBH<br />
NOTES:<br />
JANITOR ROOM<br />
1<br />
1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAVE BEEN OMITTED, FOR CLARITY.<br />
2. EXISTING BACKGROUND TAKEN FROM TOTTEN SIMS HUBICKI ASSOCIATES<br />
IN ASSOCIATION WITH RYSCO ENGINEERING CORPORATION. PROJECT<br />
52-6630, DRAWING M17, AS CONSTRUCTED SEPT. 91. EXISTING BACKGROUND<br />
HAS BEEN MODIFIED BY CH2M HILL TO SUIT THIS PROJECT. ALL BACKGROUND<br />
DIMENSIONS ARE APPROXIMATE.<br />
3. CONTRACTOR SHALL VENT ALL GAS REGULATOR VENTING TO EXTERIOR<br />
AS PER CAN/CGA - B149.1.<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-M-2005_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:08:34 PM<br />
N<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
BUILDING MECHANICAL<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
LL<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
PLUMBING<br />
GROUND FLOOR PLAN<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
424251<br />
000-M-2005<br />
35 of62<br />
LL<br />
SW<br />
RC<br />
LL<br />
2012/07/27<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
D-102<br />
DEHUMIDIFIER<br />
CONNECT 20-NG-CS<br />
TO NEW DEHUMIDIFIER D-102<br />
CORRIDOR<br />
12-NG-CS DOWN TO GROUND<br />
FLOOR CORRIDOR. MOUNT<br />
12 PLUG VALVE, 12 PRESSURE<br />
REDUCING VALVE, 20x12 REDUCER<br />
IN VERTICAL ON SECOND FLOOR<br />
CORRIDOR. REFER TO SCHEMATIC<br />
ON DWG 000-M-2005 FOR DETAILS<br />
LOWER ROOF<br />
DP<br />
3<br />
000-D-5001<br />
20-NG-CS<br />
RUN ABOVE<br />
EXISTING<br />
SUSPENDED<br />
LINEAR METAL<br />
CEILING<br />
CONNECT 12-HW-CU AND<br />
12-CW-CU TO EXISTING<br />
DOMESTIC 20-HW-CU<br />
AND 20-CW-CU<br />
FILTER AND TANK AREA<br />
UPPER<br />
SODA ASH<br />
ROOM<br />
PARTIAL SECOND FLOOR PLAN<br />
FILTER AND TANK AREA<br />
12-HW-CU AND 12-CW-CU<br />
DOWN TO EMERGENCY<br />
EYEWASH MIXING VALVE.<br />
REFER TO DWG 000-M-2005<br />
FOR CONTINUATION<br />
CORRIDOR<br />
MECHANICAL ROOM<br />
REFER TO DRAWINGS<br />
000-M-1003 AND 000-M-2003<br />
FOR NATURAL GAS PIPING<br />
1:100 1:100<br />
DETAILS<br />
ELECTRICAL ROOM<br />
EXISTING<br />
ROOF HATCH<br />
PARTIAL UPPER ROOF PLAN<br />
18<br />
OSA<br />
42<br />
Elec 1<br />
NOTES:<br />
FILTER AND TANK AREA (BELOW)<br />
UNIT MAU-101<br />
MAU-101<br />
1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAVE BEEN OMITTED, FOR CLARITY.<br />
2. EXISTING BACKGROUND TAKEN FROM TOTTEN SIMS HUBICKI ASSOCIATES<br />
IN ASSOCIATION WITH RYSCO ENGINEERING CORPORATION. PROJECT<br />
52-6630, DRAWINGS A4 AND M16, AS CONSTRUCTED SEPT. 91. EXISTING<br />
BACKGROUND HAS BEEN MODIFIED BY CH2M HILL TO SUIT THIS PROJECT.<br />
ALL BACKGROUND DIMENSIONS ARE APPROXIMATE.<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-M-2006_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:08:55 PM<br />
N<br />
CONNECT 40-NG-CS<br />
TO NEW MAKE-UP AIR<br />
40x20 REDUCER<br />
20 PRESSURE REDUCING<br />
VALVE<br />
20 PLUG VALVE<br />
MAKE-UP AIR UNIT<br />
20-NG-CS<br />
DOWN TO MECHANICAL<br />
ROOM BELOW. REFER<br />
TO SCHEMATIC ON<br />
DWG 000-M-2005 FOR<br />
DETAILS<br />
5<br />
000-A-5001<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
BUILDING MECHANICAL<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
LL<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
PLUMBING<br />
PARTIAL SECOND FLOOR<br />
AND ROOF PLANS<br />
424251<br />
000-M-2006<br />
36of62 LL<br />
SW<br />
RC<br />
LL<br />
2012/07/27<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
CONNECT TO<br />
CUT AND CAP<br />
UP TO THERMOWELL<br />
AS SHOWN<br />
CONNECT TO<br />
AS SHOWN<br />
1 2 3 4 5 6<br />
HIGH LIFT<br />
PUMP ROOM<br />
VIEW<br />
2<br />
HIGH LIFT PUMP ROOM PART PLAN<br />
NTS<br />
VIEW<br />
1<br />
VIEW 1<br />
EXISTING<br />
GENERATOR ROOM<br />
TO DRAIN<br />
TO DRAIN<br />
EXISTING WATER SERVICE<br />
STATION DEMOLITION<br />
NTS<br />
FROM HLP<br />
REFER TO "VIEW 2"<br />
FOR CONTINUATION.<br />
(RUN ABOVE EXISTING<br />
CABLE TRAY)<br />
EXISTING CABLE TRAY<br />
FOR EXACT PIPE SIZE AND<br />
VALVING, SEE WATER<br />
SERVICE STATION<br />
MODIFICATION<br />
SCHEMATIC ABOVE<br />
EXISTING<br />
VALVE<br />
CONNECT TO<br />
HEADER<br />
EXISTNG BFP<br />
REDUCED PRESSURE<br />
PRINCIPLE BACKFLOW<br />
PREVENTER ASSEMBLY<br />
EXSTING DOUBLE CHECK VALVE<br />
BACKFLOW PREVENTER<br />
ASSEMBLY<br />
REFER TO "VIEW 1"<br />
FOR CONTINUATION<br />
RELOCATE EXISTING<br />
PROBE AND ASSOCIATED<br />
LINE TO SIDE OF PIPE<br />
HEADER<br />
SEE VIEWS<br />
BELOW<br />
EXISTING<br />
PRESSURE REDUCING<br />
VALVE<br />
SET POINT 483 KPa<br />
WATER SERVICE<br />
NTS<br />
TO DRAIN<br />
STATION MODIFICATION<br />
NOTES:<br />
CONNECT TO<br />
EXIST.<br />
SEE VIEWS BELOW<br />
BFP-1<br />
BFP-2<br />
VIEW 2<br />
CONNECT TO<br />
EXIST.<br />
SEE VIEWS BELOW<br />
CAP EXISTING<br />
DOUBLE CHECK VALVE<br />
BACKFLOW PREVENTER<br />
ASSEMBLY<br />
PRINCIPAL BACKFLOW<br />
PREVENTER ASSEMBLY<br />
1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS TO FAMILIARIZE<br />
THEMSELVES WITH THE SCOPE OF WORK PRIOR TO PROCEEDING.<br />
SOME PIPING AND EQUIPMENT HAVE BEEN OMITTED, FOR CLARITY.<br />
2. EXISTING BACKGROUND TAKEN FROM TOTTEN SIMS HUBICKI ASSOCIATES<br />
IN ASSOCIATION WITH RYSCO ENGINEERING CORPORATION. PROJECT<br />
52-6630, DRAWING M3, AS CONSTRUCTED SEPT. 91. EXISTING BACKGROUND<br />
HAS BEEN MODIFIED BY CH2M HILL TO SUIT THIS PROJECT. ALL BACKGROUND<br />
DIMENSIONS ARE APPROXIMATE.<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-M-2007_424251.dgn PLOT DATE: 2012\07\26 PLOT TIME: 8:30:27 AM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
BUILDING MECHANICAL<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
LL<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
PLUMBING<br />
DETAILS<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
424251<br />
000-M-2007<br />
37of62 LL<br />
SW<br />
KF<br />
LL<br />
2012/07/27<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
ANGLE CLOSURE<br />
SAME MATL AS<br />
DUCTWORK, 25mm MIN<br />
LARGER THAN<br />
WALL OPNG ON<br />
ALL SIDES<br />
SHEET<br />
METAL<br />
DUCT<br />
ACCESS DOOR<br />
OR PANEL<br />
DUCT SLEEVE<br />
MATL & GAUGE<br />
AS REQD TO<br />
MEET SMACNA<br />
& NFPA REQMTS<br />
EXPANSION<br />
SPACE<br />
ALL-THREAD ROD<br />
KINDORF HANGER<br />
WITH ALL THREAD<br />
ROD IN TRAPEZE<br />
CONFIGURATION<br />
LENGTH EQUALS<br />
DIAMETER OF DUCT<br />
NOTES:<br />
1.<br />
2.<br />
3.<br />
4.<br />
NOTE:<br />
1 NTS<br />
STAINLESS STEEL<br />
SHEET METAL<br />
SADDLE<br />
1 2 3 4 5 6<br />
DO NOT USE POWDER POWERED FASTENING SYSTEMS TO ATTACH<br />
SUPPORTS TO STRUCTURE.<br />
RECTANGULAR DUCTWORK<br />
SUPPORT SYSTEM MUST NOT DAMAGE DUCT, INSULATION, OR<br />
CAUSE DUCT SHAPE DEFORMATION.<br />
RIGID/FLEXIBLE ROUND DUCTWORK<br />
WALL<br />
FLOOR PENETRATION SIMILAR. PROVIDE 90x90 CONCRETE CURB<br />
ALL AROUND OPENING FOR FLOOR PENETRATIONS.<br />
REFER TO STRUCTURAL DRAWINGS FOR DETAILS.<br />
DUCT WALL/FLOOR PENETRATION,<br />
FIRE-DAMPERED OPENING<br />
ATTACH TO<br />
STRUCTURE WITH<br />
BEAM CLAMPS<br />
OR MASONRY<br />
EXPANSION BOLTS<br />
NOTE 4<br />
NUT WITH LOCK<br />
WASHER<br />
NOTE 4<br />
ATTACH TO<br />
STRUCTURE PER<br />
SMACNA<br />
RECOMMENDATIONS<br />
25mm MIN<br />
BAND CLAMP<br />
HANGER SIZES SHALL BE IN ACCORDANCE WITH SMACNA, LATEST EDITION.<br />
PROVIDE LATERAL RESTRAINTS TO LIMIT SEISMIC MOVEMENT IN ACCORDANCE<br />
WITH THE ONTARIO BUILDING CODE.<br />
DUCTWORK SUPPORT<br />
5 NTS<br />
EXPANSION SPACE<br />
MIN. 6.4mm (1/4")<br />
50 MIN OVERLAP<br />
BREAK-AWAY<br />
SECTION C/W<br />
APPROVED SLIP<br />
JOINTS (BOTH SIDES)<br />
ACCESS DOOR<br />
OR PANEL<br />
MANUFACTURER<br />
APPROVED SEALANT<br />
AS REQUIRED<br />
RUBBER PAD<br />
FASTEN SLEEVE<br />
FLANGE AND FAN<br />
TO CURB<br />
EXISTING ROOF<br />
W<br />
PROVIDE ANGLE FRAME<br />
AROUND ROOF OPENING<br />
PROVIDE BACKDRAFT<br />
DAMPER WHERE<br />
INDICATED ON<br />
DRAWINGS<br />
SHEET METAL SLEEVE<br />
NOTE:<br />
W<br />
2 NTS<br />
6 NTS<br />
45<br />
0.25 W, 75mm MIN<br />
OPPOSED BLADE<br />
BALANCING DAMPER<br />
BRANCH DUCT,<br />
SIZE TO MATCH<br />
GRILLE FRAME OD<br />
AIR OUTLET<br />
OR INLET<br />
FASTEN GRILLE<br />
FRAME TO DUCT<br />
COLLAR<br />
FACE GASKET<br />
DUCT MOUNTED AIR<br />
OUTLET OR INLET<br />
600<br />
DAMPER ACTUATOR<br />
SUPPLY OR RETURN DUCT<br />
FAN<br />
PROVIDE 25 MINIMUM<br />
FLANGE ON SLEEVE<br />
EXISTING<br />
ROOF CURB<br />
MATCH DUCT<br />
MODIFY EXISTING ROOF CURB TO SUIT NEW FAN, AS REQUIRED.<br />
PRE-FABRICATED<br />
TERMINATE DUCT<br />
ROOF MOUNTED FAN<br />
ON EXISTING CURB<br />
WITH MESH SCREEN,<br />
MIN 70% FREE AREA,<br />
SCREEN MATERIAL TO<br />
PROVIDE MOTORIZED<br />
DAMPER WHERE<br />
INDICATED ON<br />
DRAWINGS<br />
ALUMINUM<br />
SCREEN<br />
FRAME<br />
BOLTS<br />
W+25%<br />
RUBBER PAD<br />
W<br />
2<br />
ALUMINUM ANGLE<br />
REINFORCING<br />
WHERE REQUIRED<br />
SCREEN<br />
ANGLE RIVETED OR<br />
TACK WELDED<br />
AS REQUIRED<br />
300 MIN<br />
135 MIN<br />
W<br />
ALUMINUM DUCT WITH<br />
WATERPROOF SEAMS<br />
AND JOINTS<br />
GOOSENECK ROOF DISCHARGE<br />
3 NTS<br />
FASTEN SLEEVE<br />
FLANGE AND FAN<br />
TO CURB<br />
EXISTING ROOF<br />
SHEET METAL<br />
SLEEVE<br />
50.8 ANGLE CLOSURE<br />
COLLAR SAME<br />
MATERIAL AS DUCT<br />
12.7 GRID ALUMINUM<br />
SCREEN<br />
FAN<br />
PROVIDE DUCT CONNECTION<br />
TRANSITION TO<br />
DIMENSIONS<br />
SHOWN ON DRAWINGS<br />
NOTES:<br />
REFER TO STRUCTURAL<br />
AND ARCHITECTURAL<br />
DETAILS FOR CURB AND<br />
FLASHING DETAILS<br />
EXISTING ROOF<br />
1. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF<br />
CONSTRUCTION AND CURB FLASHING.<br />
2. REFER TO STRUCTURAL DRAWINGS FOR ROOF<br />
OPENING DETAILS.<br />
7 NTS<br />
FLEXIBLE<br />
ROOF MOUNTED FAN<br />
ON NEW CURB<br />
PROVIDE MOTORIZED<br />
DAMPER WHERE<br />
INDICATED ON<br />
DRAWINGS<br />
PROVIDE 25 MINIMUM<br />
FLANGE ON SLEEVE<br />
PRE-FABRICATED<br />
ROOF CURB<br />
PROVIDE ANGLE FRAME<br />
AROUND ROOF OPENING<br />
ROOF OPENING AS<br />
REQUIRED BY<br />
EQUIPMENT<br />
MANUFACTURER<br />
15 DEG MAX<br />
TRANSITION<br />
CEILING<br />
DIFFUSER<br />
NOTES:<br />
1.<br />
2.<br />
3.<br />
4.<br />
WALL<br />
W 3/4 W<br />
RADIUS<br />
ELBOW<br />
DUCT<br />
SAME SIZE<br />
AS GRILLE<br />
CEILING<br />
GRILLE<br />
DIFFUSERS AND GRILLES AS INDICATED.<br />
SPLITTER DAMPERS ARE NOT ALLOWED.<br />
GRILLE, EXCEPT AS NOTED.<br />
MITER<br />
DUCT TURNING<br />
TO SUIT ELBOW<br />
VANES AS SPEC<br />
ELBOW<br />
45 DEG MAX<br />
SEE NOTE 4 H+50mm<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-M-5001_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:03:46 PM<br />
H<br />
18 GA SHEET METAL<br />
DAMPER W/ LOCKING<br />
QDRNT & END<br />
BEARING<br />
SUPPLY<br />
DUCT<br />
TAKE OFF<br />
WHERE REFLECTED CEILING PLANS ARE PROVIDED, LOCATE<br />
PROVIDE VOLUME DAMPERS FOR EACH GRILLE AT EACH RETURN<br />
CONNECTION AND ANY OTHER LOCATIONS INDICATED ON THE<br />
OFFSET<br />
DRAWINGS, IN ACCORDANCE WITH TYPICAL DUCT CONSTRUCTION<br />
DETAILS ABOVE. DAMPERS TO BE INSTALLED MINIMUM 1.5m FROM<br />
VOLUME<br />
DAMPER<br />
CEILING DIFFUSERS AND GRILLES ARE TO BE LOCATED IN THE PANELS<br />
BETWEEN THE T-BAR GRIDS IN ALL SUSPENDED CEILING SYSTEMS.<br />
25 mm MAX<br />
CLEARANCE<br />
SHEET<br />
METAL<br />
DUCT<br />
PACK OPENING<br />
AROUND DUCT<br />
WITH FIRE SAFEING<br />
DUCT CONSTRUCTION<br />
4 NTS<br />
50 mm ANGLE CLOSURE<br />
COLLAR SAME<br />
MATERIAL AS DUCT<br />
CAULK WITH<br />
WATERPROOF<br />
SILICONE RUBBER<br />
SEALANT, TYP<br />
DUCT WALL PENETRATION<br />
8 NTS<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
BUILDING MECHANICAL<br />
MB<br />
LL<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
STANDARD DETAILS (1)<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
38of62<br />
SW LL<br />
LL RC<br />
2012/07/27<br />
424251<br />
000-M-5001<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
AIR<br />
NOTES:<br />
FLOW<br />
1 2 3 4 5 6<br />
1. DETAIL GIVES REQUIRED SEQUENCE OF EQUIPMENT AND VALVES. PIPING<br />
ARRANGEMENT MAY VARY TO SUIT FIELD REQUIREMENTS.<br />
SUPPLY TO<br />
HEATING SYSTEM<br />
THERMOMETER<br />
0-150 C,<br />
TYP<br />
OS & Y GATE<br />
VALVE, N.O. TYP<br />
CONCRETE<br />
MOUNTING<br />
PAD<br />
NOTES:<br />
1 NTS<br />
MANUAL<br />
AIR VENT<br />
PRESSURE AND<br />
TEMPERATURE<br />
TEST PLUG<br />
F<br />
B<br />
STRAINER WITH<br />
BALL VALVE AND<br />
PLUG, BELOW HEATER<br />
UNION, TYP<br />
FS<br />
FLOW MEASURING &<br />
BALANCING FITTING<br />
HWR<br />
HWS<br />
BALL VALVE,<br />
TYP<br />
ROUTE TO DRAIN<br />
ROUTE TO DRAIN<br />
1. SEE CIRCULATION PUMP PIPING SCHEMATIC FOR EXPANSION TANK AND MAKEUP<br />
WATER CONNECTIONS<br />
BOILER<br />
BO-X<br />
PRESSURE<br />
RELIEF VALVE<br />
AUTOMATIC<br />
AIR VENT<br />
MOUNTING HEIGHT<br />
2440 MIN<br />
3050 MAX<br />
HORIZONTAL UNIT HEATER<br />
CONNECTION<br />
FLOW MEASURING<br />
& BALANCING<br />
FITTING<br />
FLOW SWITCH<br />
RETURN FROM<br />
HEATING<br />
SYSTEM<br />
DRAIN VALVE,<br />
BOILER PIPING SCHEMATIC<br />
4 NTS<br />
NC<br />
NOTES:<br />
FLOW<br />
AIR<br />
UNION, TYP<br />
1. DETAIL GIVES REQUIRED SEQUENCE OF EQUIPMENT AND VALVES.<br />
PIPING ARRANGEMENT MAY VARY TO SUIT FIELD REQUIREMENTS.<br />
3.175 NPT PLUGGED<br />
FLOW MEASURING &<br />
BALANCE FITTING<br />
MANUAL<br />
AIR VENT<br />
HWR<br />
HWS<br />
TEST PLUG<br />
BALL VALVE,<br />
TYP<br />
PRESSURE AND<br />
TEMPERATURE<br />
STRAINER WITH<br />
BALL VALVE AND<br />
PLUG, BELOW<br />
HEATER<br />
9<br />
MOUNTING HEIGHT A. DETAIL GIVES REQUIRED<br />
12. GAUGE COCK, TYP<br />
2440 MIN<br />
SEQUENCE OF EQUIPMENT AND<br />
VALVES. PIPING ARRANGEMENT<br />
MAY VARY TO SUIT FIELD<br />
10<br />
VERTICAL UNIT HEATER<br />
CONNECTION<br />
2 NTS<br />
TAPPING ACCESSIBLE<br />
FOR TEST GAUGE<br />
CONNECTION<br />
TRANSITION TO UNIT<br />
CONNECTION, SIZE<br />
AS REQUIRED<br />
CONNECT TO<br />
EQUIPMENT GAS<br />
TRAIN, INCLUDING<br />
316 SST FLEXIBLE<br />
CONNECTOR (TYP)<br />
GROUND JOINT UNION<br />
NATURAL GAS<br />
REGULATOR<br />
AS REQUIRED<br />
FROM NATURAL<br />
GAS DISTRIBUTION<br />
SYSTEM, SIZE AS<br />
SHOWN ON PLANS<br />
PLUG VALVE<br />
V420<br />
150 LONG DIRT<br />
LEG<br />
REMOVABLE CAP<br />
GAS FIRED EQUIPMENT<br />
CONNECTION<br />
5 NTS<br />
AIR<br />
NOTE<br />
FLOW<br />
12<br />
11<br />
1 2<br />
B<br />
N.O.<br />
REQUIREMENTS. PIPE COIL FOR<br />
COUNTER FLOW WITH AIR.<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
1.<br />
2.<br />
3.<br />
4. 6 COPPER TO DRAIN<br />
5.<br />
6.<br />
7.<br />
8.<br />
9.<br />
10. RETURN<br />
11. STRAINER WITH BALL<br />
HEATING COIL CONNECTION<br />
3 WAY VALVE<br />
3 NTS<br />
SOLENOID VALVE<br />
(IF REQ’D BY MFG.)<br />
SIGHT GLASS<br />
(IF THERMAL EXPANSION<br />
VALVE IS USED)<br />
NOTES:<br />
1.<br />
2.<br />
3.<br />
THERMAL<br />
EXPANSION<br />
VALVE (IF<br />
CONDENSATE DRAIN<br />
REQ’D BY MFG)<br />
PIPE (REFER TO SPECS)<br />
EVAPORATOR COIL<br />
W/ DRAIN PAN<br />
RL<br />
RS PITCH<br />
PROVIDE RISER TRAPS WHEN<br />
CONDENSING UNIT IS ABOVE<br />
EVAPORATOR<br />
INSTALLATION REQUIREMENTS)<br />
PERFORMANCE RATING.<br />
THERMOMETER, TYP<br />
3-WAY MIXING VALVE<br />
UNION, TYP<br />
AIR VENT<br />
BALL VALVE, TYP<br />
FLOW MEASURING &<br />
BALANCE FITTING<br />
BALANCING FITTING<br />
SUPPLY<br />
VALVE AND PLUG, BELOW<br />
COIL<br />
SHRAEDER ACCESS FITTING (TYP)<br />
OMIT IF INCLUDED WITH UNIT.<br />
WORK. (REFER TO SPECIFICATIONS FOR REFRIGERANT PIPING<br />
FILTER DRYER (BI-FLOW<br />
TYPE FOR HEAT PUMP)<br />
INCLUDED WITH UNIT)<br />
AIR COOLED<br />
CONDENSING<br />
UNIT<br />
CONC. PAD<br />
FITTING (TYP)<br />
WITH UNIT)<br />
CONTRACTOR SHALL SUBMIT A REFRIGERANT PIPING DIAGRAM APPROVED<br />
BY THE CONDENSING UNIT MANUFACTURER BEFORE PROCEEDING WITH<br />
DELETE ANY VALVES OR MATERIALS THAT ARE FURNISHED WITH UNIT.<br />
REFRIGERANT PIPING SHALL BE SIZED PER MANUFACTURER OPTIMUM<br />
REFRIGERANT PIPING<br />
6 NTS<br />
REFRIG. SERVICE/SHUT-<br />
OFF VALVE (TYP) (OMIT IF<br />
REINFORCED<br />
SCHRAEDER ACCESS<br />
(OMIT IF INCLUDED<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-M-5002_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:04:03 PM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
BUILDING MECHANICAL<br />
MB<br />
LL<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
STANDARD DETAILS (2)<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
39of62<br />
SW LL<br />
LL RC<br />
2012/07/27<br />
424251<br />
000-M-5002<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
1 NTS<br />
DRAIN<br />
PAN<br />
1.<br />
AC-1<br />
DX-COOLING<br />
COIL<br />
FROM<br />
NOTE:<br />
40 MIN<br />
EQUIPMENT PAD 2D<br />
PLUGGED TEE<br />
OPEN TEE<br />
REFER TO PIPING<br />
SCHEDULE OR<br />
SPECIFICATIONS FOR<br />
PIPE MATERIAL<br />
PIPE SIZE EQUAL TO<br />
FULL SIZE OF UNIT<br />
CONNECTION.<br />
FLOOR DRAIN<br />
OR ROOF DRAIN<br />
(SEE PIPING SCHEDULE OR SPECIFICATIONS FOR INSULATION TYPE)<br />
50<br />
EXTERNALLY INSULATE ALL CONDENSATE LINES.<br />
HEIGHT EQUAL TO AIR<br />
HANDLER FAN STATIC<br />
PRESSURE, 90 (MIN)<br />
COIL DRAIN PAN PIPING (CONDENSATE DRAIN)<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-M-5003_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 7:08:34 PM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
BUILDING MECHANICAL<br />
MB<br />
LL<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
STANDARD DETAILS (3)<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
40of62<br />
SW LL<br />
LL RC<br />
2012/07/27<br />
424251<br />
000-M-5003<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION<br />
AS AT<br />
or<br />
AF AF<br />
1<br />
VS<br />
100:5<br />
100<br />
60<br />
VFD<br />
K<br />
3<br />
G<br />
(3)<br />
10<br />
500/625<br />
V<br />
0-600V<br />
TVSS<br />
NOTES:<br />
(3)<br />
15 KVA<br />
600-120/208V<br />
3 PH<br />
1 2 3 4 5 6<br />
ONE LINE DIAGRAMS CONTROL DIAGRAMS-1<br />
POWER SYSTEM PLAN<br />
DRAWOUT AIR CIRCUIT BREAKER, LOW VOLTAGE<br />
CIRCUIT BREAKER, STATIC TRIP UNIT, SENSOR AMP<br />
TRIP AND FRAME RATINGS SHOWN, 3 POLE, UNO<br />
SWITCH, CURRENT RATING INDICATED, 3 POLE, UNO<br />
FUSE, CURRENT RATING AND QUANTITY INDICATED<br />
MAGNETIC STARTER WITH OVERLOAD,<br />
NEMA SIZE INDICATED, FVNR UNO<br />
ELECTRONIC STARTER/SPEED CONTROL<br />
RVSS = REDUCED VOLTAGE SOFT STARTER<br />
VFD = AC ADJUSTABLE FREQUENCY DRIVE<br />
DC = DC ADJUSTABLE SPEED DRIVE<br />
CABLE OR BUS CONNECTION POINT<br />
KEY INTERLOCK<br />
SURGE ARRESTER (GAP TYPE)<br />
CAPACITOR - KVAR INDICATED, 3 PHASE<br />
AC MOTOR, SQUIRREL CAGE INDUCTION - KILOWATTS<br />
INDICATED<br />
GENERATOR, KW/KVA RATING SHOWN<br />
ANALOG METER WITH SWITCH - SCALE RANGE SHOWN<br />
V = VOLTAGE<br />
A = AMPERAGE KVAR = KILOVARS<br />
PF = POWER FACTOR<br />
GROUND<br />
TRANSFORMER, SIZE, VOLTAGE RATINGS,<br />
AND PHASE INDICATED<br />
QUANTITY INDICATED (3)<br />
KW = KILOWATTS<br />
CURRENT TRANSFORMER, RATIO(100:5) AND<br />
CONNECTION POINT TO EQUIPMENT SPECIFIED IN OTHER<br />
DIVISIONS. RACEWAY, CONDUCTOR AND CONNECTION<br />
IN THIS DIVISION<br />
TRANSIENT VOLTAGE SURGE SUPPRESSOR<br />
DELTA CONNECTION<br />
WYE GROUNDED CONNECTION, SOLID GROUND<br />
1. THESE ARE STANDARD LEGEND SHEETS. SOME SYMBOLS AND ABBREVIATIONS<br />
MAY APPEAR ON THE LEGEND AND NOT ON THE DRAWINGS.<br />
2. FOR ADDITIONAL ABBREVIATIONS OF OTHER DIVISIONS (HVAC, MECHANICAL, AND<br />
STRUCTURAL/ARCHITECTURAL) SEE OTHER LEGENDS.<br />
HAND<br />
ON<br />
OFF<br />
A<br />
A<br />
M<br />
CR<br />
X<br />
TDR<br />
X<br />
SV<br />
X<br />
CPT<br />
120V<br />
T<br />
AUTO<br />
OFF<br />
PUSH-BUTTON SWITCH, MOMENTARY CONTACT,<br />
NORMALLY OPEN<br />
PUSH-BUTTON SWITCH, MOMENTARY CONTACT,<br />
NORMALLY CLOSED<br />
SELECTOR SWITCH - MAINTAINED CONTACT - CHART<br />
IDENTIFIES OPERATION WHEN NEEDED FOR CLARITY:<br />
CKT<br />
1<br />
2 O<br />
TOGGLE SWITCH, ON-OFF TYPE<br />
SELECTOR SWITCH, ON-OFF TYPE<br />
INDICATING LIGHT, PUSH-TO-TEST, LETTER<br />
INDICATES COLOR<br />
INDICATING LIGHT - LETTER INDICATES COLOR<br />
MOTOR STARTER CONTACTOR COIL<br />
CONTROL RELAY, X INDICATES NUMERICAL ORDER<br />
IN CIRCUIT<br />
TIME DELAY RELAY, X INDICATES NUMERICAL ORDER<br />
IN CIRCUIT<br />
SOLENOID VALVE, X INDICATES NUMERICAL ORDER<br />
IN CIRCUIT<br />
X<br />
CONTACT - NORMALLY OPEN<br />
CONTACT - NORMALLY CLOSED<br />
REMOTE DEVICE<br />
POSITION<br />
HAND OFF<br />
A - AMBER<br />
B - BLUE<br />
TIME DELAY RELAY CONTACT, NORMALLY OPEN,<br />
CLOSES WHEN ENERGIZED AND TIMED OUT<br />
TIME DELAY RELAY CONTACT, NORMALLY CLOSED,<br />
OPENS WHEN ENERGIZED AND TIMED OUT<br />
FUSE, RATING INDICATED<br />
TRANSFORMER, CONTROL POWER<br />
O<br />
O<br />
O X<br />
C - CLEAR W - WHITE<br />
OPENS WHEN DE-ENERGIZED AND TIMED OUT<br />
X - CLOSED CONTACT<br />
O - OPEN CONTACT<br />
MUSHROOM HEAD PUSHBUTTON SWITCH, PAD LOCKABLE<br />
TIME DELAY RELAY CONTACT, CLOSES WHEN ENERGIZED,<br />
TERMINAL BLOCK, INTERNAL<br />
AT END OF TRAVEL<br />
G - GREEN S - STROBE<br />
R - RED<br />
TIME DELAY RELAY CONTACT, OPENS WHEN ENERGIZED,<br />
CLOSES WHEN DE-ENERGIZED AND TIMED OUT<br />
TERMINAL BLOCK FOR FIELD WIRING<br />
TERMINAL BLOCK IN PLC (RPU)<br />
LIMIT SWITCH, NORMALLY OPEN, CLOSES<br />
LIMIT SWITCH, NORMALLY CLOSED, OPENS<br />
AT END OF TRAVEL<br />
TEMPERATURE SWITCH, OPENS ON<br />
TEMPERATURE RISE<br />
TEMPERATURE SWITCH, CLOSES ON<br />
TEMPERATURE RISE<br />
AUTO<br />
TIMER SWITCH, CLOSES FOR DURATION OF DIAL SELECTION<br />
NOTE:<br />
30<br />
2<br />
2a<br />
or<br />
MCC-A<br />
LP-A<br />
G<br />
ALL UNMARKED CONDUIT RUNS CONSIST OF TWO NO. 12, ONE NO. 12 GROUND<br />
CONDUCTORS IN 3/4" CONDUIT. RUNS MARKED WITH CROSSHATCHES INDICATE<br />
NUMBER OF NO. 12 CONDUCTORS. CROSSHATCH WITH SUBSCRIPT "G" INDICATES<br />
GREEN GROUND WIRE.<br />
EX<br />
CE<br />
DB<br />
CS<br />
A<br />
M<br />
1<br />
T<br />
3<br />
2a<br />
CONNECTION POINT TO EQUIPMENT SPECIFIED.<br />
RACEWAY, CONDUCTOR,TERMINATION AND CONNECTION<br />
IN THIS DIVISION.<br />
MAJOR ELECTRICAL COMPONENT OR DEVICE - NAME<br />
OR IDENTIFYING SYMBOL AS SHOWN.<br />
PANELBOARD - SURFACE MOUNTED<br />
NAME OR IDENTIFYING SYMBOL AS SHOWN<br />
MOTOR, SQUIRREL CAGE INDUCTION<br />
GENERATOR, VOLTAGE AND SIZE AS INDICATED.<br />
EXISTING CONDUIT/ DUCT BANK<br />
CONCRETE ENCASED CONDUIT<br />
DIRECT BURIED CONDUIT<br />
CONCEALED CONDUIT<br />
CABLE TRAY<br />
TRANSFORMER<br />
CONTROL STATION, SEE CONTROL DIAGRAMS<br />
FOR CONTROL DEVICE(S) REQUIRED.<br />
NONFUSED DISCONNECT SWITCH, CURRENT RATING<br />
INDICATED, 3 POLE<br />
COMBINATION CIRCUIT BREAKER AND<br />
MAGNETIC STARTER, NEMA SIZE INDICATED<br />
LIGHTING SYSTEM PLAN<br />
LUMINAIRE, DETAILS AS SHOWN<br />
FLOOD LIGHTS - AIM IN THE DIRECTION SHOWN<br />
STANDBY LIGHTING UNIT, SURFACE MOUNTED,<br />
SEE SCHEDULE<br />
SMALL LETTER SUBSCRIPT AT SWITCH AND LUMINAIRE<br />
INDICATES SWITCHED. SUBSCRIPT NUMBER AT LUMINAIRE<br />
INDICATES CIRCUIT. NUMBER WITHOUT LETTER INDICATES<br />
UNSWITCHED.<br />
WALL SWITCH:<br />
2-<br />
3-<br />
DOUBLE POLE<br />
THREE WAY<br />
SYMBOL DESCRIPTION<br />
ELECTRICAL<br />
AH MB<br />
07/2012<br />
0<br />
LEGEND AND ABBREVIATIONS<br />
AH<br />
AH<br />
2012/07/27<br />
424251<br />
000-E-0001<br />
FILENAME: 000-E-0001_424251.dgn PLOT DATE: 2012\07\26 PLOT TIME: 6:59:51 AM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
ISSUED FOR TENDER<br />
PHASE I UPGRADES<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
41of62 W T<br />
W T<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
EAST MCC<br />
(SECOND FLOOR)<br />
6.2kW<br />
DEHUMIDIFICATION UNIT<br />
600V, 600A,<br />
3PH, 4W, 60HZ BUS<br />
100 AF<br />
D-102<br />
15 AT<br />
30A<br />
1<br />
100AT<br />
100AF<br />
EXHAUST FAN<br />
1 2 3 4 5 6<br />
600V INCOMING MAIN<br />
400A<br />
3E<br />
SIZE 1<br />
FVNR<br />
SIZE 1<br />
FVNR<br />
100A, 600V, 3 PHASE, 3 WIRE 50 kA, TIN PLATED COPPER BUS<br />
15 AT<br />
100 AF<br />
CP-EF-12<br />
EF-12<br />
1<br />
EXHAUST FAN<br />
EF-102<br />
15 AT<br />
100 AF<br />
CP-EF-102<br />
3F<br />
BOILER<br />
15 AT<br />
100 AF<br />
30A<br />
5kW<br />
EXCHANGE PUMP NO. 1<br />
BOILER HEAT<br />
15 AT<br />
100 AF<br />
30A<br />
MCC CONTINUES<br />
5kW<br />
EXCHANGE PUMP NO. 2<br />
BOILER HEAT<br />
30A<br />
10kW<br />
MAKE-UP AIR UNIT<br />
100 AF<br />
MAU-101<br />
15 AT<br />
30A<br />
100 AF<br />
DISTRIBUTION PANEL, PP-4 SINGLE LINE DIAGRAM<br />
LOCATION: EAST ELECTRICAL ROOM<br />
ENCLOSURE: NEMA 250 TYPE 1A<br />
2<br />
kW<br />
EXHAUST FAN<br />
EF-101<br />
3#3AWG TECK CABLE, SURFACE MOUNTED<br />
BY DIVISION 16.<br />
30A 30A<br />
0.75 0.37<br />
kW<br />
EXHAUST FAN<br />
EF-103<br />
15 AT<br />
100 AF<br />
CP-EF-104<br />
0.19kW 0.25kW 1.13kW<br />
EXHAUST FAN<br />
EF-104<br />
5kW<br />
1 3/C #8AWG TECK CABLE, SURFACE MOUNTED<br />
3 1 4/C #2AWG TECK CABLE, SURFACE MOUNTED<br />
EQUIPMENT SUPPLIED BY DIVISION 15. ALL<br />
WIRING BETWEEN EQUIPMENT TO BE SUPPLIED<br />
5kW<br />
CIRCULATION PUMP<br />
EAST MCC - PARTIAL SINGLE LINE DIAGRAM<br />
LOCATION: EAST ELECTRICAL ROOM<br />
100 AF<br />
CP-1<br />
15 AT<br />
30A<br />
5kW<br />
CIRCULATION PUMP<br />
CP-2<br />
30A<br />
NOTE 4<br />
2<br />
25kW<br />
AIR CONDITIONING UNIT<br />
AC-1<br />
40 AT<br />
30A<br />
AIR COMPRESSOR<br />
LIME SYSTEM<br />
15 AT<br />
100 AF<br />
30A<br />
VALVE ACTUATOR<br />
AIR LOCK<br />
15 AT<br />
100 AF<br />
30A<br />
2<br />
3<br />
LP-H<br />
LIGHTING PANEL<br />
100 AF<br />
’LP-H’<br />
60 AT<br />
30kVA<br />
600V-<br />
120/208V<br />
3Ph<br />
ROTARY VALVE<br />
15 AT<br />
100 AF<br />
V-9270<br />
30A<br />
15 AT<br />
100 AF<br />
15 AT<br />
100 AF<br />
SPARES<br />
15 AT<br />
100 AF<br />
15 AT<br />
100 AF<br />
3 4 5<br />
EF-3<br />
CHLORINE<br />
EXHAUST FAN<br />
CP-1<br />
BOILER<br />
CIRC. PUMP<br />
B<br />
CP-2<br />
BOILER<br />
CIRC. PUMP<br />
C<br />
EF-1<br />
CHLORINE<br />
EXHAUST FAN<br />
EF-14<br />
SED. ROOM<br />
EXHAUST FAN<br />
SPARE<br />
3 4 5<br />
EF-3<br />
CHLORINE<br />
EXHAUST FAN<br />
CP-1<br />
BOILER<br />
CIRC. PUMP<br />
B<br />
CP-2<br />
BOILER<br />
CIRC. PUMP<br />
C<br />
EF-1<br />
CHLORINE<br />
A<br />
D<br />
EXHAUST FAN<br />
NOTES:<br />
1.<br />
E<br />
F<br />
A<br />
CP-<br />
9200<br />
SEWAGE<br />
PUMP NO. 2<br />
CL2 BOOSTER<br />
CP-<br />
9200<br />
CB-1<br />
CB-2<br />
CL2 BOOSTER<br />
SEWAGE<br />
PUMP NO. 2<br />
CB-1<br />
CL2 BOOSTER<br />
CB-2<br />
CP-<br />
9201<br />
AL AR<br />
SPACE<br />
EXISTING<br />
STARTER<br />
B<br />
C<br />
D<br />
E<br />
F<br />
CP-<br />
9201<br />
AL AR<br />
PP-4<br />
B<br />
D C<br />
D<br />
CL2 BOOSTER<br />
E<br />
PP-G<br />
SPACE<br />
17.5kW PAD<br />
HEATING<br />
EXISTING EAST MCC - PARTIAL ELEVATION<br />
NOTE: EXISTING MCC IS WESTINGHOUSE FIVE STAR, SHOP ORDER NO. 08B808660.<br />
SERIAL NO. 5713A99H01.<br />
EF-101<br />
CHEMICAL<br />
EXHAUST FAN<br />
EF-103<br />
MECH ROOM<br />
EXHAUST FAN<br />
E<br />
F<br />
PP-G<br />
EXISTING<br />
STARTER<br />
17.5kW PAD<br />
HEATING<br />
A<br />
B<br />
C<br />
A<br />
B<br />
C<br />
NOTE 1<br />
MODIFIED EAST MCC - PARTIAL ELEVATION<br />
2.<br />
RELOCATE EXISTING STARTER FROM BUCKET ’4C’ TO ’5B’.<br />
ALL NEW EQUIPMENT IN EXISTING MCC’S AND PANELBOARDS TO MATCH<br />
RATINGS WITH EXISTING EQUIPMENT.<br />
3. ALL WIRING TO BE 1 3/C #12AWG TECK UNLESS NOTED OTHERWISE.<br />
4.<br />
POWER SUPPLY AND FIELD CONTROL WIRING FOR INTERLOCKING AND<br />
SCADA ALARM BY DIVISION 16.<br />
ELECTRICAL<br />
AH MB<br />
07/2012<br />
0<br />
PARTIAL SINGLE LINE<br />
DIAGRAMS AND MCC ELEVATIONS<br />
AH<br />
AH<br />
2012/07/27<br />
424251<br />
000-E-0002<br />
FILENAME: 000-E-0002_424251.dgn PLOT DATE: 2012\07\26 PLOT TIME: 6:59:59 AM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
ISSUED FOR TENDER<br />
PHASE I UPGRADES<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
42of62 W T<br />
W T<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
MOTORIZED<br />
DAMPERS<br />
DEHUMIDIFIER<br />
D-101<br />
MD-109<br />
MD-110<br />
MD-111<br />
MD-112<br />
MD-113<br />
MD-114<br />
OUTDOOR MAINTENANCE<br />
RECEPTACLE FOR CO2<br />
TANK<br />
NOT IN CONTRACT<br />
CO2 METERING<br />
CONTROL PANEL<br />
TRANSFER FAN<br />
TF-101<br />
PP-1 CONTINUES<br />
GFCI<br />
EXISTING PP-1<br />
600V FROM WEST MCC<br />
2<br />
41kW<br />
50A<br />
EXISTING LOADS<br />
17 18<br />
19 20<br />
21 22<br />
23 24<br />
GFCI<br />
25 26<br />
20A<br />
27 28<br />
29 30<br />
NEUTRAL<br />
GROUND<br />
PARTIAL SCHEDULE<br />
200A<br />
30A<br />
30A<br />
PP-1 CONTINUES<br />
EXISTING LOADS<br />
EXISTING LIGHTING PANELBOARD ’LP-G’<br />
120/240V, 1PH, 3W PANELBOARD, 200A MAIN BREAKER<br />
LOCATION: WEST MCC ROOM<br />
CONTROL PANEL<br />
CO2 TANK<br />
15A<br />
15A<br />
50AT<br />
100AF<br />
EXISTING PANEL PP-1 SINGLE LINE DIAGRAM<br />
LOCATION: WEST ELECTRICAL ROOM<br />
0.19kW<br />
M<br />
DS-CO2-2<br />
DS-CO2-3<br />
CP-TF-101<br />
DS-CO2-1<br />
15A<br />
15A<br />
2<br />
20A, 2P<br />
50A<br />
NOT IN CONTRACT<br />
40A, 2P<br />
15A<br />
1 2/C #6AWG TECK<br />
DEHUMIDIFIER<br />
D-103<br />
FE/FIT-5001<br />
MOTORIZED<br />
DAMPERS<br />
MD-104<br />
MD-105<br />
MD-106<br />
MD-108<br />
NaOH METERING PUMP<br />
CONTROL PANEL<br />
CP-9810<br />
NaOH METERING PUMP<br />
CONTROL PANEL<br />
CP-9820<br />
AIT-1101<br />
CO<br />
DETECTORS<br />
EXHAUST FAN<br />
EF-105<br />
UTILITY RECEPTACLE<br />
FOR NaOH SATELLITE<br />
TRANSMITTER<br />
ADMINISTRATION<br />
AREA<br />
MECHANICAL<br />
ROOM<br />
FILTER GALLERY<br />
POWER SUPPLY FOR<br />
DELTA T TRANSFORMER<br />
IN CP-D-102B<br />
SOLENOID VALVE<br />
SV-9200<br />
HYDRONIC HEATING<br />
SYSTEM<br />
0.05kW<br />
M<br />
DS-9810<br />
DS-9820<br />
CP-EF-105<br />
15A<br />
15A<br />
15A<br />
15A<br />
15A<br />
15A<br />
15A<br />
15A<br />
15A<br />
15A<br />
100 AT<br />
1<br />
2<br />
3 4<br />
5<br />
120/208V<br />
FROM ’PP-4’<br />
6<br />
7 8<br />
9 10<br />
11 12<br />
13 14<br />
15 16<br />
17 18<br />
19 20<br />
NEUTRAL<br />
GROUND<br />
15A<br />
15A<br />
21 22<br />
15A 15A<br />
23 24<br />
15A 15A<br />
LIGHTING PANELBOARD ’LP-H’<br />
POWER DISTRIBUTION<br />
120/208V, 3PH, 4W PANELBOARD<br />
LOCATION: EAST ELECTRICAL ROOM<br />
LEGEND:<br />
1 1 3/C #12AWG TECK<br />
2<br />
1 3/C #6AWG TECK<br />
OUTDOOR, WEATHER-PROOF<br />
EQUIPMENT<br />
MD-115<br />
MD-116<br />
MD-117<br />
MD-118<br />
MD-119<br />
RESERVED FOR NaOH TANK<br />
AND PIPE HEAT TRACING<br />
NOTES:<br />
1.<br />
MOTORIZED<br />
DAMPERS<br />
ALL WIRING TO BE 2#12AWG + GND -<br />
21mmC UNLESS NOTED OTHERWISE.<br />
ELECTRICAL<br />
AH MB<br />
07/2012<br />
0<br />
PARTIAL SINGLE LINE DIAGRAM<br />
AND PANELBOARD SCHEDULES<br />
AH<br />
AH<br />
2012/07/27<br />
424251<br />
000-E-0003<br />
FILENAME: 000-E-0003_424251.dgn PLOT DATE: 2012\07\26 PLOT TIME: 7:00:07 AM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
ISSUED FOR TENDER<br />
PHASE I UPGRADES<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
43of62 W T<br />
W T<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
11<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
31<br />
32<br />
600V, 3PH<br />
FROM<br />
EXISTING<br />
PP-1<br />
DS<br />
600V, 3PH<br />
FROM<br />
EXISTING<br />
PP-1<br />
DS<br />
US-0041<br />
ON OFF<br />
CR8<br />
FU<br />
FU FU<br />
600V<br />
120V<br />
DEHUMIDIFIER D-101<br />
(FILTER PIPE GALLERY)<br />
ON OFF<br />
T<br />
1 2 3 4 5 6<br />
MS-0043<br />
’FAULT’<br />
ALARM<br />
TO PLC<br />
FU<br />
SWITCH CLOSES<br />
ON SIGNAL FROM<br />
HUMIDISTAT<br />
FU FU<br />
600V<br />
120V<br />
HUMIDISTAT<br />
CP-D-101<br />
DEHUMIDIFIER D-103<br />
(FILTER PIPE GALLERY)<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
’HIGH HUMIDITY’<br />
ALARM 11<br />
TO PLC<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
600V, 3PH<br />
FROM PP-4<br />
EXISTING 120VAC FROM LP-’G’ EXISTING 120VAC FROM LP-’G’<br />
(WORK SHOP)<br />
CR1<br />
CR2<br />
SWITCH CLOSES<br />
ON SIGNAL FROM<br />
O/L<br />
CP-EF-15<br />
MAXIMUM 60 MIN<br />
TIMER CONTROL<br />
AIS-0042<br />
C<br />
CP-D-103<br />
C<br />
’HIGH CO’<br />
ALARM<br />
TO PLC<br />
EXHAUST FAN EF-15<br />
C<br />
DM<br />
CR<br />
1<br />
C<br />
DM<br />
CR<br />
2<br />
DS<br />
CR1<br />
DS<br />
EF<br />
MOTORIZED<br />
DAMPER<br />
MD-109<br />
MOTORIZED<br />
DAMPER<br />
MD-110<br />
D-101<br />
DEHUMIDIFIER<br />
D-103<br />
DEHUMIDIFIER<br />
EXHAUST<br />
FAN MOTOR<br />
EF-15<br />
29<br />
30<br />
31<br />
32<br />
DS<br />
CRA<br />
H<br />
X<br />
TEMPERATURE<br />
TRANSMITTER<br />
ON PIPE<br />
AMBIENT<br />
DEW POINT<br />
TRANSMITTER<br />
120VAC<br />
FROM<br />
’LP-H’<br />
FU<br />
O<br />
FU FU<br />
TIT<br />
0001<br />
A<br />
X<br />
CR3<br />
CR4<br />
(FILTER ROOM)<br />
600V<br />
120V<br />
CABLE PROVIDED<br />
BY OTHERS<br />
L<br />
N<br />
MIT<br />
0001<br />
AIS-0002<br />
POWER SUPPLY<br />
CRA<br />
’HIGH HUMIDITY’<br />
ALARM TO PLC<br />
T<br />
MS-0003<br />
DIRTY FILTER<br />
IN D-102<br />
M<br />
CRB<br />
D-102 FAILURE<br />
HIGH CO ALARM<br />
CRB<br />
O/L<br />
MAXIMUM 60 MIN<br />
TIMER CONTROL<br />
CRC<br />
SWITCH CLOSES<br />
ON SIGNAL FROM<br />
HUMIDISTAT<br />
EXHAUST FAN EF-16<br />
(METER ROOM)<br />
24VDC<br />
CP-EF-16<br />
CP-D-102B<br />
DELTA T<br />
CONTROLLER<br />
’FAILURE’<br />
ALARM TO PLC<br />
CONTROL PANEL CP-D-102A<br />
FOR DEHUMIDIFIER D-102<br />
CR4<br />
DS<br />
CR3<br />
EF<br />
CRC<br />
CR<br />
3<br />
CR<br />
4<br />
M<br />
DM<br />
CR<br />
A<br />
CR<br />
B<br />
CR<br />
C<br />
D-102<br />
DEHUMIDIFIER<br />
MANUAL MODE<br />
RELAY<br />
AUTO MODE<br />
RELAY<br />
DEHUMIDIFIER<br />
D-102<br />
MOTORIZED<br />
DAMPER<br />
MD-119<br />
HIGH HUMIDITY<br />
ALARM<br />
A DIRTY FILTER<br />
H<br />
D-102 FAILURE<br />
ALARM<br />
HIGH CO<br />
ALARM<br />
HORN<br />
HORN-0002<br />
A ALH-0002<br />
EXHAUST<br />
FAN MOTOR<br />
EF-16<br />
’HIGH CO’<br />
ALARM TO PLC<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
11<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
31<br />
32<br />
600V, 3PH<br />
IN EAST MCC<br />
FROM<br />
PP-4<br />
DS<br />
O/L<br />
(M)<br />
600V, 3PH<br />
NOTES:<br />
H<br />
X<br />
FU<br />
FU<br />
FU FU<br />
O<br />
CLOSES ABOVE 28 DEG C<br />
DS<br />
600V<br />
120V<br />
600V<br />
120V<br />
(HIGH LIFT PUMP ROOM)<br />
FU FU<br />
T<br />
ON OFF<br />
CR4<br />
A<br />
X<br />
M3<br />
M<br />
O/L<br />
EXHAUST FAN EF-8<br />
CR3<br />
CP-EF-14<br />
O/L<br />
EXHAUST FAN EF-14<br />
(FILTER ROOM)<br />
120VAC FROM LP-’G’, CCT. #29<br />
CP-TF-101<br />
(WORK SHOP)<br />
O/L<br />
CR4<br />
CR4<br />
DM<br />
DM<br />
TRANSFER FAN TF-101<br />
M<br />
CR<br />
8<br />
DS<br />
TF<br />
DS<br />
EXHAUST FAN<br />
EF-8<br />
MOTORIZED<br />
DAMPER<br />
MD-1<br />
MOTORIZED<br />
DAMPER<br />
MD-111<br />
M<br />
DM<br />
DM<br />
M<br />
EF-14<br />
MOTOR<br />
EF-14<br />
MOTOR<br />
START<br />
MOTORIZED<br />
DAMPER<br />
MD-9<br />
MOTORIZED<br />
DAMPER<br />
MD-105<br />
TRANSFER<br />
FAN MOTOR<br />
TF-101<br />
07/2012<br />
000-E-0004<br />
FILENAME: 000-E-0004_424251.dgn PLOT DATE: 2012\07\26 PLOT TIME: 7:00:14 AM<br />
M<br />
FAN<br />
MOTOR<br />
1. REPLACE EXISTING MOTOR OVERLOADS AS REQUIRED TO SUIT NEW MOTOR FULL LOAD AMPS.<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
ELECTRICAL<br />
AH MB<br />
ISSUED FOR TENDER<br />
0<br />
PHASE I UPGRADES<br />
CONTROL SCHEMATICS<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
W T<br />
W T<br />
AH<br />
AH<br />
2012/07/27<br />
424251<br />
44of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
11<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
31<br />
32<br />
600V,<br />
3PH<br />
FROM<br />
PP-4<br />
CR5<br />
NOTES:<br />
DS<br />
L<br />
X<br />
CR3<br />
H<br />
X<br />
CR1<br />
CR2<br />
FU<br />
O<br />
’EMERGENCY’<br />
ALARM TO PLC<br />
CRA<br />
1 2 3 4 5 6<br />
CR1<br />
CR3<br />
CR1<br />
CR2<br />
CR3<br />
CR1<br />
CR3<br />
CR5<br />
CR3 CR5<br />
TS-0043<br />
(CHEMICAL STORAGE ROOM)<br />
FU FU<br />
A<br />
X<br />
HS-0054<br />
600V<br />
120V<br />
CR2<br />
CRA<br />
TS-XXX<br />
DPS-0051<br />
MH<br />
ML<br />
CR2 CR5 CR8<br />
’SMOKE’<br />
ALARM<br />
TO PLC<br />
CR<br />
1<br />
CR<br />
2<br />
CR<br />
3<br />
ML<br />
MH<br />
CR<br />
4<br />
LOW MODE<br />
RELAY<br />
HIGH MODE<br />
RELAY<br />
AUTO MODE<br />
RELAY<br />
MAU-101<br />
LOW SPEED<br />
MAU-101<br />
HIGH SPEED<br />
CR EMERGENCY<br />
5 PUSHBUTTON<br />
DM<br />
DM<br />
DM<br />
’DIRTY FILTER’<br />
ALARM TO PLC<br />
MOTORIZED<br />
DAMPER<br />
MD-114<br />
MOTORIZED<br />
DAMPER<br />
MD-115<br />
MOTORIZED<br />
DAMPER<br />
MD-104<br />
US-0052<br />
CP-MAU-101 FOR MAKE-UP AIR UNIT MAU-101<br />
MAKE-UP AIR UNIT<br />
MAU-101<br />
1. REPLACE EXISTING MOTOR OVERLOADS AS REQUIRED TO SUIT NEW MOTOR FULL LOAD AMPS.<br />
CR<br />
A<br />
RED MUSHROOM HEAD PUSHBUTTON WITH MAINTAINED CONTACTS.<br />
DS<br />
’FAULT’<br />
ALARM TO PLC<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
11<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
31<br />
32<br />
600V, 3PH<br />
FROM<br />
EAST MCC<br />
600V, 3PH<br />
FROM<br />
DS<br />
CR2 CR5<br />
CR6<br />
CR7<br />
EXISTING<br />
EAST MCC<br />
DS<br />
O/L<br />
(M)<br />
CR8<br />
FU FU<br />
FU<br />
L<br />
X<br />
600V<br />
120V<br />
O<br />
M1<br />
H<br />
X<br />
O/L<br />
CP-EF-12<br />
CR3<br />
EXHAUST FAN EF-12<br />
(CHEMICAL STORAGE ROOM)<br />
H<br />
X<br />
FU<br />
CR5<br />
CR8<br />
CR2<br />
CR5<br />
CR8<br />
O<br />
A<br />
X<br />
FU FU<br />
CR1 CR3<br />
CR5<br />
600V<br />
120V<br />
DS<br />
CP-EF-101<br />
DM<br />
EXHAUST FAN EF-101<br />
(CHEMICAL STORAGE ROOM)<br />
M<br />
CR<br />
8<br />
DM<br />
DS<br />
ML<br />
CR<br />
6<br />
MH<br />
CR<br />
7<br />
DM<br />
M<br />
EXHAUST FAN<br />
CONTROL PANEL<br />
EF-12<br />
EF-12<br />
LOW SPEED<br />
MOTORIZED<br />
DAMPER<br />
MD-116<br />
EF-12<br />
HIGH SPEED<br />
FAN<br />
MOTOR<br />
EF-101<br />
EXHAUST FAN<br />
EF-101<br />
MOTORIZED<br />
DAMPER<br />
MD-6<br />
MOTORIZED<br />
DAMPER<br />
MD-117<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
11<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
31<br />
32<br />
600V,<br />
3PH<br />
FROM<br />
PP-4<br />
600V, 3PH<br />
FROM<br />
EXISTING<br />
EAST MCC<br />
DS<br />
O/L<br />
(M)<br />
L<br />
X<br />
H<br />
X<br />
DS<br />
CR9<br />
H<br />
X<br />
CR10<br />
CR11<br />
M1<br />
FU<br />
O<br />
26 DEG C<br />
CR2<br />
CR13<br />
FU<br />
O<br />
O/L<br />
A<br />
X<br />
FU FU<br />
A<br />
X<br />
HS-0055<br />
600V<br />
120V<br />
TS-XXX<br />
CP-EF-102<br />
CR3<br />
FU FU<br />
600V<br />
120V<br />
CP-EF-103<br />
EXHAUST FAN EF-103<br />
(MECHANICAL ROOM)<br />
ML<br />
CR<br />
9<br />
MH<br />
CR<br />
10<br />
CR CR<br />
11<br />
DM<br />
EXHAUST FAN EF-102<br />
CLOSES ABOVE<br />
(UPPER LIME ROOM)<br />
CR13<br />
CR11<br />
CR11<br />
CR13<br />
AIS-0025<br />
MECH ROOM<br />
CO ALARM<br />
M<br />
DM<br />
CR<br />
12<br />
DM<br />
EXHAUST FAN<br />
CONTROL PANEL<br />
EF-102<br />
’CHEMICAL LEAKAGE’<br />
ALARM TO PLC<br />
CR<br />
13<br />
’MECH ROOM CO’<br />
ALARM TO PLC<br />
EF-102<br />
LOW SPEED<br />
EF-102<br />
HIGH SPEED<br />
MOTORIZED<br />
DAMPER<br />
MD-118<br />
07/2012<br />
000-E-0005<br />
FILENAME: 000-E-0005_424251.dgn PLOT DATE: 2012\07\26 PLOT TIME: 7:00:22 AM<br />
M<br />
FAN<br />
MOTOR<br />
EF-103<br />
EXHAUST FAN<br />
EF-103<br />
MOTORIZED<br />
DAMPER<br />
MD-108<br />
MOTORIZED<br />
DAMPER<br />
MD-106<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
ELECTRICAL<br />
AH MB<br />
ISSUED FOR TENDER<br />
0<br />
PHASE I UPGRADES<br />
CONTROL SCHEMATICS<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
W T<br />
W T<br />
AH<br />
AH<br />
2012/07/27<br />
424251<br />
45 of62<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
11<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
31<br />
32<br />
CLOSES<br />
ABOVE<br />
35 DEG C<br />
O/L<br />
(M)<br />
GENERATOR<br />
RUNNING<br />
CLOSES ON<br />
’MD-3A’ DAMPER<br />
FAILURE<br />
TS-0011<br />
NOTES:<br />
XS-0012<br />
1 2 3 4 5 6<br />
O/L<br />
(M)<br />
EXISTING 120VAC FROM TRANSFORMER IN EAST MCC<br />
H<br />
X<br />
O<br />
CLOSES<br />
ABOVE<br />
26 DEG C<br />
A<br />
X<br />
(GENERATOR ROOM)<br />
EXISTING 120VAC FROM TRANSFORMER IN EAST MCC<br />
H<br />
X<br />
TS-0011<br />
TS-0011<br />
O<br />
CLOSES ABOVE<br />
30 DEG C<br />
(GENERATOR ROOM)<br />
CR9<br />
CR10<br />
CR10<br />
CR11<br />
A<br />
X<br />
T<br />
CR11<br />
’HIGH<br />
TEMPERATURE’<br />
ALARM TO PLC<br />
T<br />
CR10<br />
M<br />
DM<br />
CR<br />
9<br />
DM<br />
CR<br />
10<br />
DM<br />
M<br />
DM<br />
DM<br />
CR<br />
11<br />
’DAMPER<br />
FAILURE’<br />
ALARM<br />
TO PLC<br />
CP-EF-10 FOR EXHAUST FAN EF-10<br />
CP-EF-11 FOR EXHAUST FAN EF-11<br />
EF-10<br />
MOTOR<br />
RUN<br />
MOTORIZED<br />
DAMPER<br />
MD-112<br />
MOTORIZED<br />
DAMPER<br />
MD-3A<br />
MOTORIZED<br />
DAMPER<br />
MD-3B<br />
EF-11<br />
MOTOR<br />
RUN<br />
MOTORIZED<br />
DAMPER<br />
MD-113<br />
MOTORIZED<br />
DAMPER<br />
MD-114<br />
1. REPLACE EXISTING MOTOR OVERLOADS AS REQUIRED TO SUIT NEW MOTOR FULL LOAD AMPS.<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
11<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
31<br />
32<br />
600VAC<br />
3PH<br />
FROM<br />
’PP-4’<br />
600VAC<br />
3PH<br />
FROM<br />
’PP-4’<br />
600VAC<br />
3PH<br />
FROM<br />
’PP-4’<br />
120VAC<br />
1PH<br />
FROM<br />
’LP-H’<br />
CP-AC-1 (PROVIDED BY OTHERS)<br />
A<br />
B<br />
C<br />
GND<br />
CP-1 (PROVIDED BY OTHERS)<br />
A<br />
B<br />
C<br />
GND<br />
PLC<br />
AIR CONDITIONER AC-101<br />
PLC<br />
SMOKE<br />
ALARM<br />
AC-101<br />
FAILURE<br />
CU-101<br />
FAILURE<br />
CO2<br />
ALARM<br />
PUMP<br />
FAILURE<br />
CIRCULATION PUMP CONTROL PANEL CP-1<br />
TYPICAL OF CP-2<br />
BOILER CP (PROVIDED BY OTHERS)<br />
A<br />
B<br />
C<br />
GND<br />
SV-9200<br />
L<br />
N<br />
GND<br />
US-0031<br />
PLC<br />
BOILER CONTROL PANEL<br />
PLC<br />
SOLENOID VALVE SV-9200<br />
GENERAL<br />
ALARM<br />
OPEN<br />
COMMAND<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
11<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
31<br />
32<br />
PLC<br />
RUN<br />
COMMAND<br />
SPEED<br />
COMMAND<br />
REMOTE<br />
SELECTED<br />
ON<br />
FAULT<br />
LOW FLOW<br />
ALARM<br />
TYPICAL FOR CP-9820<br />
PRESSURE<br />
LEVEL<br />
CO2 VALVE<br />
SET POINT<br />
CO2 FLOW<br />
PRESSURE<br />
ALARM<br />
4-20mA<br />
METERING PUMP CONTROL CP-9810 SCHEMATIC<br />
GENERAL<br />
ALARM<br />
PLC<br />
CO2 CONTROL PANEL SCHEMATIC<br />
PLC<br />
4-20mA<br />
ROLL 10m EXTRA<br />
CABLE IN JUNCTION<br />
BOX ADJACENT TO<br />
DS-9810<br />
ROLL 30m EXTRA<br />
CABLE IN JUNCTION<br />
BOX ADJACENT TO<br />
DS-CO2-1<br />
ROLL 30m EXTRA<br />
CABLE IN JUNCTION<br />
BOX ADJACENT TO<br />
DS-CO2-3<br />
CO2 METERING PANEL SCHEMATIC<br />
ELECTRICAL<br />
AH MB<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
CONTROL SCHEMATICS<br />
W T<br />
W T<br />
AH<br />
AH<br />
2012/07/27<br />
424251<br />
000-E-0006<br />
46of62 FILENAME: PLOT DATE: 2012\07\26 PLOT TIME: 7:00:29 AM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
PHASE I UPGRADES<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
NOTES:<br />
1.<br />
2.<br />
3.<br />
4.<br />
5.<br />
6.<br />
7.<br />
8.<br />
9.<br />
1 2 3 4 5 6<br />
HIGH LIFT PUMP ROOM<br />
DISCONNECT EXISTING<br />
DAMPER MOTOR AND<br />
RECONNECT TO MD-3A.<br />
CONNECT MD-3B TO THE<br />
SAME CIRCUIT.<br />
MD-1<br />
NOTE 7<br />
MD-109<br />
MD-110<br />
TERMINATE POWER<br />
CABLES IN DISCONNECT<br />
SWITCH.<br />
MIT-0043<br />
AIS-0042<br />
MD-3A<br />
MD-3B<br />
REMOVE FIT-5001 AND<br />
INSTALL NEW FE/FIT-5001<br />
DS-CO2-1<br />
EF-10<br />
NOTE 7<br />
EF-11<br />
NOTE 7<br />
FIT-5001<br />
GENERATOR ROOM<br />
EXISTING LIGHTING SUPPORTS IN WORK SHOP AND METER ROOM ARE TO BE REPLACED WHERE<br />
TEMPORARY MODIFICATIONS HAVE BEEN MADE BY PLANT STAFF.<br />
EXISTING LIGHTS TO BE RELOCATED TO AVOID INTERFERENCE WITH ROLL-UP DOOR.<br />
UH-1<br />
NOTE 7<br />
UH-2<br />
NOTE 7<br />
EXISTING LIGHT ABOVE SHELVING UNIT TO BE RELOCATED TO BE ADJACENT TO THE SHELF TO ALLOW<br />
FOR ACCESS TO TOP SHELF LEVEL.<br />
EXISTING LIGHT TO BE REPAIRED AND RELOCATED TO BE ALIGNED AND CONSISTENT WITH OTHER<br />
THE LIGHTS IN CHLORINE STORAGE ROOM.<br />
M<br />
M M M<br />
EF-15<br />
WORK SHOP METER ROOM<br />
NOTE 1<br />
NOTE 2<br />
UH-3<br />
NOTE 9 NOTE 7<br />
M<br />
EF-8<br />
NOTE 7<br />
REPLACE LIGHT ABOVE STAIRWELL WITH WALL MOUNTED, 18W COMPACT FLUORESCENT FIXTURE, 120V.<br />
DIE-CAST ALUMINUM HOUSING, WITH CORROSION-RESISTANT POWDER COAT FINISH. POLYCARBONATE<br />
LENS.<br />
EXISTING ’LP-B’ PANEL TO BE REPLACED WITH A NEW PANEL OUTSIDE THE CONTAINMENT<br />
AREA IN THE LOCATION SHOWN. RELOCATE EXISTING RECEPTACLE TO ALLOW SPACE FOR<br />
THE RELOCATED PANEL. REPLACE PANEL WITH 2’ x 3’ NEMA 12 JUNCTION BOX.<br />
DISCONNECT EXISTING EQUIPMENT AND CONNECT TO NEW EQUIPMENT IN THE SAME LOCATION.<br />
NOT USED.<br />
CP-EF-10<br />
CP-EF-11<br />
DISCONNECT EXISTING FAN EF-9 AND REMOVE ALL EXISTING WIRING. REPLACE MCC NAMEPLATE TO READ<br />
’SPARE SIZE 1 FVNR STARTER’.<br />
EXISTING HIGH LIFT PLC, CHASSIS 3-2<br />
M<br />
TF-101<br />
NOTE 7<br />
NOTE 1<br />
GROUND FLOOR PLAN<br />
1:100<br />
CP-TF-101<br />
FILTER PIPE GALLERY<br />
NOTE 3<br />
EXISTING ’PP-1’<br />
EXISTING LP-’G’<br />
EXISTING LP-’E’<br />
EXISTING WEST MCC<br />
EF-16<br />
NOTE 7<br />
FILTER AND TANK AREA<br />
NOTE 4<br />
RELOCATED<br />
CHLORINE<br />
BOOSTER PUMPS<br />
MD-6<br />
NOTE 7<br />
HS-9802<br />
CORRIDOR<br />
UH-18<br />
NOTE 7<br />
NOTE 5<br />
DS-9810<br />
DS-9820<br />
HORN-1<br />
EXISTING CHEMICAL PLC<br />
CHASSIS 3-3<br />
EXISTING<br />
CHLORINE<br />
BOOSTER PUMPS<br />
LP-B<br />
NOTE 6<br />
TSL-9804<br />
CHEMICAL<br />
STORAGE ROOM<br />
UTILITY RECEPTACLE FOR NaOH<br />
SATELLITE TRANSMITTER<br />
CP-EF-105<br />
EXISTING LP-B<br />
MD-104<br />
UH-11<br />
NOTE 7<br />
LIME ROOM<br />
DS-CO2-3<br />
EF-101<br />
M<br />
UH-9<br />
NOTE 7<br />
UH-10<br />
NOTE 7<br />
EF-105<br />
M<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-E-2001_424251.dgn PLOT DATE: 2012\07\26 PLOT TIME: 7:41:00 AM<br />
N<br />
JANITOR ROOM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
ELECTRICAL<br />
AH MB<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
GROUND FLOOR PLAN<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
424251<br />
000-E-2001<br />
47of62 W T<br />
AH AH<br />
W T<br />
2012/07/27<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
1 2 3 4 5 6<br />
1:100<br />
(ON ROOF)<br />
EF-8<br />
MD-111<br />
(ON ROOF)<br />
EXISTING FILTER PLC<br />
CHASSIS 2-1<br />
CP-D-102A<br />
CP-D-102B<br />
D-102<br />
AIS-0002<br />
(ON ROOF)<br />
EF-10<br />
MD-112<br />
(ON ROOF)<br />
(ON ROOF)<br />
EF-11<br />
MD-113<br />
(ON ROOF)<br />
UH-13<br />
NOTE 1<br />
MD-105<br />
EXISTING FILTER PLC<br />
CHASSIS 2-2<br />
EF-14<br />
NOTE 1<br />
PART SECOND FLOOR PLAN: EAST ELECTRICAL ROOM AND MECHANICAL ROOM<br />
UH-14<br />
NOTE 1<br />
NOTE 1<br />
UH-15<br />
EXISTING MIMIC PANEL PLC<br />
CHASSIS 3-1<br />
MD-118<br />
UH-16<br />
EF-102<br />
NOTE 1<br />
CP-EF-12<br />
EXISTING<br />
EAST MCC<br />
PP-2<br />
M-9276<br />
EXISTING<br />
UPPER LIME ROOM<br />
M<br />
NOTE 4<br />
NOTE 3<br />
B-1<br />
PP-4<br />
MAU-101<br />
NOTE 2<br />
MD-117<br />
CU-101<br />
MD-106<br />
MAIN<br />
UH-17<br />
(ON ROOF)<br />
AC-1<br />
(ON ROOF)<br />
M-9275<br />
EF-103<br />
EXISTING AE-1001<br />
M<br />
NOTE 1<br />
MD-107<br />
ELECTRICAL ROOM<br />
SWITCHGEAR<br />
NOTES:<br />
1.<br />
2.<br />
3.<br />
NOTE 1<br />
MD-119<br />
EF-12<br />
MD-108<br />
MECHANICAL ROOM<br />
TRANSFORMER ’TX-H’ WALL MOUNTED ABOVE LIGHTING PANEL ’LP-H’<br />
4.<br />
5.<br />
NEW LOCATION OF AE-1001<br />
NOTE 5<br />
EXISTING AIT-1001<br />
NEW LOCATION OF AIT-1001<br />
DISCONNECT EXISTING EQUIPMENT AND CONNECT NEW EQUIPMENT IN THE SAME LOCATION.<br />
REPLACE INCANDESCENT BULB IN JANITOR’S CLOSET WITH COMPACT FLUORESCENT BULB.<br />
REPLACE BROKEN PVC CONDUIT CONNECTION TO FLOOR IN FILTER GALLERY.<br />
RELOCATE EXISTING LIGHT SWITCH IN MECHANICAL ROOM TO THE LOCATION SHOWN.<br />
DISCONNECT EXISTING EF-12 AND CONNECT NEW FAN IN THE SAME LOCATION. SUPPLY POWER<br />
FROM EXISTING CIRCUIT TO NEW FAN THROUGH NEW CONTROL PANEL CP-EF-12.<br />
6. RELOCATE EXISTING AE-1001 AND AIT-1001 AS SHOWN. REFER TO DRAWING 000-D-2003.<br />
N<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 000-E-2002_424251.dgn PLOT DATE: 2012\07\26 PLOT TIME: 8:28:20 AM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
ELECTRICAL<br />
MB<br />
AH<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
PART SECOND FLOOR PLAN<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
48of62<br />
W T<br />
W T<br />
AH<br />
AH<br />
2012/07/27<br />
424251<br />
000-E-2002<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR REVIEW
A<br />
B<br />
C<br />
D<br />
NOTES:<br />
1. EXISTING BACKGROUND TAKEN FROM<br />
TOTTEN SIMS HUBICKI ASSOCIATES IN<br />
ASSOCIATION WITH RYSCO ENGINEERING<br />
CORPORATION. PROJECT 52-6630,<br />
DRAWING M1, AS CONSTRUCTED SEPT. 91.<br />
EXISTING BACKGROUND HAS BEEN<br />
MODIFIED BY CH2M HILL TO SUIT THIS<br />
PROJECT. ALL BACKGROUND DIMENSIONS<br />
ARE APPROXIMATE.<br />
2. CONTRACTOR TO VERIFY ALL EXISTING<br />
CONDITIONS TO FAMILIARIZE THEMSELVES<br />
WITH THE SCOPE OF WORK PRIOR TO<br />
PROCEEDING. SOME PIPING AND<br />
EQUIPMENT HAS BEEN OMITTED, FOR<br />
CLARITY.<br />
3. POWER TO PSH-0241 SUPPLIED BY NEW<br />
15A, 1P CIRCUIT BREAKER IN PANEL ’LP-C’,<br />
CIRCUIT 8.<br />
PROVISIONAL ITEM<br />
1 2 3 4 5 6<br />
LOW LIFT MCC<br />
600V, 600A,<br />
3PHASE, 3W BUS<br />
23.2<br />
kW<br />
P-0220<br />
LOW LIFT<br />
PUMP<br />
M<br />
600V INCOMING MAIN<br />
1-3/C #10AWG<br />
TECK<br />
MV-0243<br />
PSH-0241<br />
NOTE 3<br />
200A<br />
MODIFIED POWER PLAN<br />
1:75<br />
23.2<br />
kW<br />
P-0240<br />
LOW LIFT<br />
PUMP<br />
FVNR<br />
3<br />
PARTIAL SINGLE LINE DIAGRAM<br />
LOCATION: LOW LIFT PUMPING STATION<br />
M<br />
M<br />
M<br />
-<br />
kW<br />
FVNR<br />
1<br />
MV-0243<br />
LOW LIFT PUMP<br />
MOTORIZED<br />
CONTROL VALVE<br />
P-0240<br />
P-0220<br />
EXISTING ’PP-3’<br />
EXISTING ’LP-C’<br />
MCC CONTINUES<br />
PROVISIONAL<br />
ITEM<br />
N<br />
EXISTING LOW<br />
LIFT PLC-1,<br />
RACK-1.<br />
EXISTING<br />
LOW LIFT MCC<br />
600V, 3PH<br />
FROM<br />
EXISTING<br />
RAW<br />
WATER<br />
MCC<br />
O/L<br />
(M)<br />
FU<br />
FU FU<br />
600V<br />
120V<br />
OFF<br />
L R<br />
LOCATION: LOW LIFT PUMPING STATION<br />
X<br />
X<br />
3 4<br />
DUTY<br />
SELECTORS<br />
P-0210<br />
LOW LIFT<br />
PUMP<br />
P-0220<br />
LOW LIFT<br />
PUMP<br />
P-0230<br />
LOW LIFT<br />
PUMP<br />
X<br />
X<br />
CLOSE OPEN<br />
PROVISIONAL ITEM<br />
A<br />
B<br />
C<br />
D<br />
E<br />
OPEN COMMAND<br />
FROM PLC<br />
MOTORIZED CONTROL VALVE MV-0243<br />
PP-3<br />
P-0240<br />
LOW LIFT<br />
PUMP<br />
MV-0243<br />
SPACE<br />
A<br />
B<br />
C<br />
D<br />
LS1<br />
MODIFIED LOW LIFT MCC<br />
PARTIAL ELEVATION<br />
O<br />
M<br />
MV-0243<br />
MOTOR<br />
OPEN<br />
COMMAND<br />
VALVE LIMIT SWITCH<br />
OPENS ON FULLY OPEN<br />
LOCAL<br />
SELECTED<br />
TO PLC<br />
REMOTE<br />
SELECTED<br />
TO PLC<br />
PROVISIONAL<br />
ITEM<br />
600V, 3PH<br />
FROM<br />
EXISTING<br />
RAW<br />
WATER<br />
MCC<br />
O/L<br />
(M)<br />
NOTE 1<br />
NOTES:<br />
FU<br />
FU FU<br />
TH<br />
H<br />
X<br />
TR1<br />
CR2<br />
TH<br />
X<br />
CR1<br />
CR1<br />
600V<br />
120V<br />
O<br />
A<br />
X<br />
X<br />
M<br />
O/L<br />
LOW LIFT PUMP P-0240<br />
(LOW LIFT PUMPING STATION)<br />
M<br />
RUN COMMAND<br />
FROM PLC<br />
CR1<br />
0-30 SEC.<br />
M<br />
ETM<br />
G<br />
CR<br />
1<br />
CR<br />
2<br />
TR<br />
1<br />
OPEN COMMAND TO DISCHARGE VALVE<br />
CLOSE COMMAND TO DISCHARGE VALVE<br />
INTERCONNECTED WITH LOW LIFT PLC<br />
M<br />
CONTROL<br />
RELAY<br />
TIME DELAY<br />
ENERGIZE<br />
THERMISTER<br />
TH RELAY<br />
A<br />
P-0240<br />
MOTOR<br />
MOTOR START<br />
P-0240<br />
ELAPSED<br />
TIME METER<br />
MOTOR<br />
RUNNING<br />
PUSH TO<br />
RESET<br />
MOTOR<br />
RUNNING<br />
TO PLC<br />
HAND<br />
SELECTED<br />
TO PLC<br />
REMOTE<br />
SELECTED<br />
TO PLC<br />
1. CONTRACTOR TO VERIFY THE WIRING CONFIGURATION OF OPEN/CLOSE COMMANDS FOR EXISTING LOW<br />
LIFT PUMPS BEFORE INSTALLING THE NEW RELAYS.<br />
2. FUTURE I/O. TERMINATE CABLE IN TERMINAL BLOCKS BUT DO NOT LAND IN PLC I/O MODULE.<br />
PROVISIONAL ITEM<br />
RESET<br />
OPENS ON HIGH TEMP<br />
TR1<br />
THERMISTER<br />
DATE<br />
PROJ<br />
SHEET<br />
VERIFY SCALE<br />
FILENAME: 001-E-1001_424251.dgn PLOT DATE: 2012\07\26 PLOT TIME: 8:29:02 AM<br />
DISTRICT M UNICIPALITY<br />
DWG<br />
OF M USKOKA<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
ELECTRICAL<br />
LOW LIFT PUMPING STATION PHASE I UPGRADES<br />
0 07/2012<br />
ISSUED FOR TENDER<br />
AH MB<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
MODIFICATIONS<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
49of62<br />
W T<br />
W T<br />
AH AH<br />
2012/07/27<br />
424251<br />
001-E-1001<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
MAJOR EQUIPMENT IN-LINE COMPONENTS<br />
VALVES<br />
DIAPHRAGM-OPERATED<br />
VALVES<br />
SYMBOLS-GENERAL<br />
SYMBOL<br />
MAG<br />
CENTRIFUGAL PUMP<br />
COMPRESSOR<br />
ROTARY PUMP<br />
HEAT EXCHANGER<br />
POSITIVE DISPLACEMENT PUMP<br />
(PROGRESSIVE CAVITY TYPE)<br />
SUBMERSIBLE PUMP<br />
MIXER<br />
METERING PUMP<br />
VERTICAL PUMP<br />
EJECTOR<br />
CENTRIFUGAL BLOWER<br />
ORIFICE<br />
FLUME<br />
INDICATOR<br />
MAGNETIC<br />
DESCRIPTION<br />
METERING DEVICES<br />
SYMBOL DESCRIPTION<br />
FI<br />
PERISTALTIC PUMP<br />
VENTURI TUBE<br />
V-NOTCH WEIR<br />
TURBINE METER<br />
ROTAMETER TYPE<br />
FLOW INDICATOR WITH<br />
NEEDLE VALVE<br />
POSITIVE DISPLACEMENT<br />
TYPE FLOW TOTALIZING<br />
ROTAMETER<br />
1 2 3 4 5 6<br />
IN-LIN E FLO W M ETER S<br />
SYMBOL DESCRIPTION SYMBOL<br />
GAUGE COCK<br />
BACK PRESSURE SEDIMENT TRAP<br />
DRIP TRAP<br />
HOSE CONNECTION<br />
OPEN DRAIN<br />
MISC. INLINE COMPONENT<br />
BLIND FLANGE<br />
END CAP<br />
SCRUBBER<br />
MOISTURE SEPARATOR<br />
FLOW ARROW<br />
RUPTURE DISK OR SAFETY<br />
HEAD FOR PRESSURE RELIEF<br />
SILENCER<br />
FLAME ARRESTOR<br />
EXPANSION COUPLING<br />
ROTAMETER<br />
INLINE MIXER<br />
STATIC MIXER<br />
SLIDE GATE<br />
CONCENTRIC REDUCER<br />
ECCENTRIC REDUCER<br />
DIAPHRAGM SEAL<br />
SLUICE GATE<br />
UNION<br />
VICTAULIC COUPLING<br />
Y-TYPE STRAINER<br />
PULSATION DAMPENER<br />
AV AIR VACUUM VALVE<br />
SYMBOL<br />
S<br />
HM<br />
E/H<br />
M<br />
GATE VALVE<br />
GLOBE VALVE<br />
PLUG VALVE<br />
SWING CHECK VALVE<br />
BALL CHECK VALVE<br />
BALL VALVE<br />
BUTTERFLY VALVE<br />
DIAPHRAGM VALVE<br />
MUD VALVE<br />
PINCH VALVE<br />
THERMAL VALVE<br />
NEEDLE VALVE<br />
KNIFE-GATE VALVE<br />
3 WAY VALVE<br />
4 WAY VALVE<br />
3 WAY PLUG VALVE<br />
ANGLE VALVE<br />
PRESSURE RELIEF VALVE<br />
CIRCUIT BALANCING<br />
VALVE<br />
BACK FLOW PREVENTER<br />
ROTARY VALVE<br />
HAND ACTUATOR<br />
PNEUMATIC CYLINDER OPERATOR<br />
(SINGLE)<br />
PNEUMATIC CYLINDER OPERATOR<br />
(DOUBLE)<br />
PNEUMATIC CYLINDER OPERATOR<br />
(WITH POSITION INDICATOR)<br />
SOLENOID ACTUATOR<br />
HYDRA-MOTOR VALVE<br />
MOTOR OPERATOR<br />
DESCRIPTION SYMBOL DESCRIPTION<br />
VALVES WITH OPERATORS<br />
OTHER THAN<br />
DIAPHRAGM OPERATORS<br />
DESCRIPTION<br />
ELECTRO-HYDRAULIC OPERATOR<br />
SYMBOL<br />
A<br />
D<br />
S<br />
S<br />
DESCRIPTION<br />
SPRING-OPPOSED<br />
SPRING-OPPOSED<br />
WITH POSITION INDICATOR<br />
PRESSURE REDUCING REGULATOR<br />
EXTERNAL PRESSURE TAP<br />
BACK PRESSURE REGULATOR<br />
EXTERNAL PRESSURE TAP<br />
PRESSURE REDUCING REGULATOR<br />
SELF-OPERATED<br />
PRESSURE REDUCING REGULATOR<br />
SELF-CONTAINED<br />
BACK PRESSURE REGULATOR<br />
SELF-CONTAINED<br />
FLOW REGULATOR<br />
SELF-OPERATED<br />
TEMPERATURE REGULATOR<br />
SELF-OPERATED<br />
INTERFACE SYMBOLS<br />
A<br />
A D<br />
MATCH LETTER<br />
DESTINATION DRAWING NO.<br />
SOURCE DRAWING NO.<br />
INTERFACE TO<br />
OR FROM PROCESS<br />
EXTERNAL TO PROJECT<br />
PROCESS OR SIGNAL<br />
N LINE CONTINUATION N<br />
N=1,2,3,ETC<br />
PROCESS INTERFACE<br />
SIGNAL INTERFACE<br />
AND<br />
OR<br />
XOR<br />
I<br />
n<br />
n<br />
i-j<br />
P<br />
R<br />
MOUNTED LOCALLY<br />
MOUNTED ON FACE OF PANEL<br />
MOUNTED BEHIND PANEL DOOR<br />
LIGHT<br />
NOT ACCESSIBLE TO OPERATOR<br />
ACCESSIBLE TO OPERATOR<br />
AUXILIARY LOCATION<br />
NOT ACCESSIBLE TO OPERATOR<br />
ACCESSIBLE TO OPERATOR<br />
LOGIC GATE - AND<br />
(INTERLOCK IS EFFECTIVE<br />
ONLY IF ALL INPUTS ARE ACTIVE)<br />
LOGIC GATE - OR<br />
(INTERLOCK IS EFFECTIVE IF<br />
ONE OR MORE INPUTS ARE ACTIVE)<br />
LOGIC GATE - XOR<br />
(INTERLOCK IS EFFECTIVE IF<br />
ONLY ONE INPUT IS ACTIVE)<br />
COMPLEX OR UNDEFINED INTERLOCK<br />
PANEL NUMBER n<br />
MOTOR CONTROL CENTRE<br />
NUMBER n<br />
PROGRAMMABLE CONTROLLER<br />
I/O CHASSIS NUMBER i-j<br />
1-1<br />
2-1<br />
2-2<br />
3-1<br />
3-2<br />
3-3<br />
LOW LIFT PS CHASSIS / CP<br />
FILTER 1 CHASSIS / CP<br />
FILTER 2 CHASSIS / CP<br />
MAIN (MIMIC) CHASSIS / CP<br />
HIGH LIFT CHASSIS / CP<br />
CHEMICAL CHASSIS / CP<br />
PURGE OR FLUSHING DEVICE<br />
RESET FOR LATCH TYPE ACTUATOR<br />
DISTRIBUTED CONTROL<br />
PROGRAM MABLE<br />
INSTRUMENT SYMBOLS<br />
MISCELLANEOUS ANNOTATION SYMBOLS INTERLOCK SYMBOLS<br />
SYMBOLS OR<br />
CONTROLLER<br />
SYMBOLS<br />
SHARED INSTRUMENTS<br />
SYMBOLS<br />
A ANALYSIS ALARM<br />
B BURNER, COMBUSTION<br />
C CONTROL<br />
D DENSITY DIFFERENTIAL<br />
E VOLTAGE<br />
F FLOW RATE<br />
G<br />
H<br />
I<br />
J<br />
K<br />
L<br />
M<br />
N<br />
O<br />
P<br />
Q<br />
R<br />
S<br />
T<br />
U<br />
V<br />
W<br />
X<br />
Y<br />
FIRST LETTER SUCCEEDING LETTERS<br />
MEASURED<br />
VARIABLE/MODIFIER<br />
HAND<br />
CURRENT<br />
POWER/SCAN<br />
TIME<br />
LEVEL<br />
MOISTURE<br />
TURBIDITY<br />
PRESSURE, VACUUM<br />
QUANTITY<br />
SPEED, FREQUENCY/SAFETY<br />
TEMPERATURE<br />
MULTIVARIABLE<br />
VIBRATION<br />
WEIGHT<br />
AS DEFINED<br />
STATUS<br />
Z POSITION<br />
EXISTING<br />
IDENTIFICATION-<br />
INSTRUMENTATION<br />
NEW<br />
DISPLAY OR OUTPUT<br />
FUNCTION<br />
SENSOR (PRIMARY ELEMENT)<br />
GLASS<br />
HIGH<br />
INDICATE<br />
SCAN<br />
CONTROL STATION<br />
LOW/LIGHT<br />
MIDDLE<br />
ORIFICE<br />
INTEGRATE<br />
RECORD/PRINT<br />
SWITCH<br />
TRANSMITTER<br />
MULTIFUNCTION<br />
VALVE<br />
COMPUTE/CONVERT/RELAY<br />
DRIVE/ACTUATE<br />
P&ID LINE FONT<br />
DESIGNATIONS<br />
EQUIPMENT<br />
DESCRIPTION<br />
MAJOR PROCESS LINE<br />
MINOR PROCESS LINE<br />
INSTRUMENT CONNECTION<br />
ELECTRIC ANALOG SIGNAL<br />
ELECTRIC BINARY SIGNAL<br />
HYDRAULIC SIGNAL<br />
PNEUMATIC SIGNAL<br />
CAPILLARY TUBING<br />
SONIC SIGNAL (GUIDED)<br />
SONIC SIGNAL (UNGUIDED)<br />
SYSTEM LINK<br />
BOUNDARY PER LABEL<br />
SKID OR PACKAGE SYSTEM<br />
PROVISIONAL OR NOT<br />
IN CONTRACT (NIC)<br />
AS NOTED<br />
INSTRUMENTATION<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
W WJ<br />
0<br />
ABBREVIATIONS, LEGENDS AND<br />
GENERAL NOTES (1)<br />
CR<br />
W WJ<br />
2012/07/27<br />
424251<br />
000-N-0001<br />
50of62 FILENAME: 000-N-0001_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:18:51 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
PHASE I UPGRADES<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
W WJ<br />
W WJ<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
MISCELLANEOUS SYMBOLS<br />
SS<br />
T<br />
A<br />
AP<br />
F<br />
S<br />
WP<br />
V<br />
VENT TO<br />
ATMOSPHERE<br />
AIR GAP<br />
DRIP TRAP<br />
PIG INSERT POINT<br />
PIG CATCH POINT<br />
SELF CONTAINED<br />
AIR SUPPLY<br />
AIR PURGE SET<br />
FLUSHING CONNECTION<br />
SEAL WATER SET<br />
WATER PURGE SET<br />
FLEXIBLE CONNECTION<br />
AERATOR<br />
DIAPHRAGM SEAL<br />
ANNULAR DIAPHRAGM SEAL<br />
COMPOSITE SAMPLER<br />
FLAME TRAP<br />
CALIBRATION COLUMN<br />
INLINE SILENCER<br />
BLIND FLANGE<br />
PIPE CAP<br />
STRAINER<br />
BASKET STRAINER<br />
FILTER<br />
PULSATION<br />
DAMPENER<br />
EXPANSION<br />
CHAMBER<br />
1 2 3 4 5 6<br />
FFLCPLLLX<br />
A<br />
B<br />
A<br />
B<br />
XX<br />
120V<br />
480V<br />
120 VOLT,<br />
60 HZ POWER<br />
480 VOLT,<br />
60 HZ POWER<br />
AIR SET<br />
XX = SUPPLY PRESSURE<br />
IN PSIG.<br />
PLUG<br />
RECEPTACLE<br />
RUPTURE DISK<br />
(VACUUM)<br />
RUPTURE DISK<br />
(PRESSURE)<br />
TV MONITOR<br />
TV CAMERA<br />
AND C<br />
LOGIC ELEMENT:<br />
IF A AND NOT B THEN C<br />
OR<br />
M<br />
TV<br />
TV<br />
I<br />
OR<br />
I<br />
PANEL OUTLINE<br />
PANEL NAME<br />
C<br />
LOGIC ELEMENT:<br />
IF A OR B THEN C<br />
RADIO ANTENNA<br />
INTERLOCK, SEE<br />
CONTROL DIAGRAMS<br />
HORN<br />
PANEL CONTINUED<br />
ON SAME OR OTHER<br />
DRAWING<br />
SKIMMING<br />
MECHANISM<br />
SCREW<br />
SCREW CONVEYOR<br />
MIXER<br />
ELECTRIC MOTOR<br />
PIPE INSULATION<br />
FLOW STREAM<br />
ABBREVIATIONS<br />
AIW<br />
ALL<br />
ALS<br />
AUS<br />
AWS<br />
BWS<br />
BWW<br />
BWWS<br />
FCL<br />
2<br />
FREE CHLORINE RESIDUAL<br />
FDW FINISHED WATER<br />
pH<br />
POD<br />
POS<br />
AIR WASH<br />
ALUM (LIQUID)<br />
ALUM SLUDGE<br />
ALUM SOLUTION<br />
AIR WASH SUPPLY<br />
BACKWASH SUPPLY<br />
BACKWASH WASTE WATER<br />
BACKWASH WASTE WATER<br />
SLUDGE<br />
CA COMPRESSED AIR<br />
CDG<br />
CLG CHLORINE GAS<br />
CLS<br />
CHLORINE SOLUTION<br />
CWR COOLING WATER RETURN<br />
CWS<br />
DRN DRAIN<br />
EFL EFFLUENT<br />
EFW<br />
FBS<br />
COOLING WATER SUPPLY<br />
EFFLUENT WATER<br />
FLA HYDROFLUOSILICIC ACID<br />
FLW<br />
FLOCCULATED WATER<br />
FTW FILTERED WATER<br />
GOX GASEOUS OXYGEN<br />
HYD HYDROGEN PEROXIDE<br />
LCW LABORATORY COLD WATER<br />
LHW LABORATORY HOT WATER<br />
LOX LIQUID OXYGEN<br />
LSAMP<br />
LSAMR<br />
LSAMT<br />
MUW<br />
LABORATORY SAMPLE<br />
(PRE-TREATED)<br />
LABORATORY SAMPLE<br />
(RAW WATER)<br />
LABORATORY SAMPLE<br />
(TREATED WATER)<br />
MAKE-UP WATER<br />
NAH SODIUM HYDROXIDE<br />
NIT NITROGEN<br />
OVF OVERFLOW<br />
OW<br />
OZG<br />
OZONATED WATER<br />
OZONE GAS<br />
PDR PROCESS DRAIN<br />
PSW<br />
PTW<br />
PW<br />
RAW<br />
REC<br />
SAM<br />
SAN<br />
SAW<br />
SB<br />
SET<br />
SEW<br />
TCL<br />
2<br />
FILTER TO BACKWASH<br />
STORAGE<br />
HYDROGEN ION<br />
CONCENTRATION<br />
POLYMER (DRY)<br />
POLYMER SOLUTION<br />
PLANT SERVICE WATER<br />
PRE-TREATED WATER<br />
POTABLE WATER<br />
RAW WATER<br />
RECIRCULATION<br />
SAMPLE WATER<br />
SANITARY DRAIN<br />
SURFACE AGITATOR<br />
WATER<br />
SODIUM BISULPHITE<br />
SETTLED WATER<br />
SANITARY SEWER<br />
SLD SETTLED SLUDGE<br />
SLT<br />
SND<br />
SNT<br />
SLUDGE TRANSFER<br />
SAND<br />
SUPERNATANT<br />
SUF SULPHURIC ACID<br />
TRW<br />
TSL<br />
TURB<br />
TOTAL CHLORINE<br />
RESIDUAL<br />
TURBIDITY<br />
VNT VENT<br />
CARBON DIOXIDE GAS<br />
CDS CARBON DIOXIDE SOLUTION<br />
LS<br />
LIME SOLUTION (SLURRY)<br />
SAS SODA ASH SLURRY<br />
SHX SODIUM HYDROXIDE<br />
TREATED WATER<br />
THICKENED SLUDGE<br />
MISCELLANEOUS ABBREVIATIONS &<br />
LETTER SYMBOLS<br />
AC<br />
AM<br />
CM<br />
CP-X<br />
DC<br />
COMPUTER-MANUAL<br />
CONTROL PANEL NO. X<br />
DIRECT CURRENT<br />
DCU DISTRIBUTED CONTROL UNIT<br />
E-STOP EMERGENCY STOP<br />
FC FAIL CLOSE<br />
FOSA<br />
FOSR<br />
FP-W-X<br />
FR<br />
HOA<br />
HOR<br />
ISR<br />
LEL<br />
LP<br />
MSC<br />
OC<br />
OCA<br />
OO<br />
OOA<br />
OOR<br />
OSC<br />
ALTERNATING CURRENT<br />
AUTO-MANUAL<br />
CAM COMPUTER-AUTO-MANUAL<br />
CS CONSTANT SPEED DRIVE<br />
FD FLOOR DRAIN<br />
FO FAIL OPEN<br />
FOR FORWARD<br />
FOS<br />
FAST-OFF-SLOW<br />
FAST-OFF-SLOW-AUTO<br />
FAST-OFF-SLOW-REMOTE<br />
FIELD PANEL NO. WX<br />
(W = UNIT PROCESS NUMBER<br />
X = PANEL NUMBER)<br />
FORWARD-REVERSE<br />
FS FLOW SWITCH<br />
HAND-OFF-AUTO<br />
HOP HAND-OFF-PLC<br />
LEAK/TEMP<br />
HAND-OFF-REMOTE<br />
INTRINSICALLY SAFE RELAY<br />
LEAKING AND TEMPERATURE<br />
ALARM<br />
LOWER EXPLOSIVE LIMIT<br />
LIO-X LOCAL I/O NO. X<br />
LOS LOCKOUT STOP<br />
LR<br />
LOCAL-PLC<br />
LOCAL-REMOTE<br />
MANUFACTURER SUPPLIED<br />
CABLE<br />
OPEN-CLOSE(D)<br />
OPEN-CLOSE-AUTO<br />
OCP OPEN-CLOSE-PLC<br />
OCR<br />
OPEN-CLOSE-REMOTE<br />
ON-OFF<br />
ON-OFF-AUTO<br />
OOP ON-OFF-PLC<br />
ON-OFF-REMOTE<br />
OPEN-STOP-CLOSE<br />
PCNT PARTICLE COUNTER<br />
PLC-X<br />
REV<br />
PROGRAMMABLE LOGIC<br />
CONTROLLER NO. X<br />
POT POTENTIOMETER<br />
RIO-X<br />
REVERSE<br />
REMOTE I/O NO. X<br />
SF SLOWER-FASTER<br />
SS START-STOP<br />
VAC<br />
VACUUM<br />
VIB VIBRATION<br />
LINE SIZE, FLOW STREAM AND MATERIAL IDENTIFICATION<br />
NOMINAL PIPE<br />
DIAMETER IN<br />
MILLIMETRES<br />
FLOW STREAM<br />
ABBREVIATION<br />
A AUTO<br />
ACK ACKNOWLEDGE<br />
AS AIR SUPPLY<br />
C CLOSE<br />
MAN MANUAL<br />
NC NORMALLY CLOSED<br />
NO NORMALLY OPENED<br />
PS POWER SUPPLY<br />
R REMOTE<br />
450-DRN-PVC<br />
GENERAL NOTES<br />
1. COMPONENTS AND PANELS SHOWN WITH A SINGLE ASTERISK ( ) ARE TO<br />
BE PROVIDED AS PART OF A PACKAGE SYSTEM.<br />
2. COMPONENTS AND PANELS SHOWN WITH A DOUBLE ASTERISK ( ) ARE<br />
TO BE PROVIDED UNDER DIVISION 16, ELECTRICAL.<br />
3. THIS IS A STANDARD LEGEND. THEREFORE, NOT ALL OF THIS INFORMATION<br />
MAY BE USED ON THIS PROJECT.<br />
4.ITEMS IN BOLD ARE NEW.<br />
PIPE<br />
MATERIAL<br />
5.ITEMS THAT ARE FADED ARE EXISTING.<br />
ABBREVIATION<br />
PIPE MATERIAL ABBREVIATIONS<br />
CISP CAST IRON SOIL PIPE<br />
CLDI<br />
CLSTL<br />
CU COPPER<br />
PVC<br />
SST<br />
STL<br />
CEMENT LINED DUCTILE IRON<br />
CEMENT LINED STEEL<br />
CPP CONCRETE PRESSURE PIPE<br />
FRP FIBERGLASS REINFORCED PLASTIC<br />
PAR PAR FLEX TUBING<br />
PLY REINFORCED POLYETHYLENE TUBING<br />
POLYVINYL CHLORIDE<br />
STAINLESS STEEL<br />
STEEL<br />
INSTRUMENTATION<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
W WJ<br />
0<br />
ABBREVIATIONS, LEGENDS AND<br />
GENERAL NOTES (2)<br />
CR<br />
W WJ<br />
2012/07/27<br />
424251<br />
000-N-0002<br />
51of62 FILENAME: 000-N-0002_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:19:04 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
PHASE I UPGRADES<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
W WJ<br />
W WJ<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
GENERAL NOTES:<br />
1. EXISTING BACKGROUND IS TAKEN FROM CH2M HILL<br />
CONSOLIDATED DRAWING SET, JULY 2011.<br />
2. PLC I/O SHOWN ON THIS SHEET ARE LOW LIFT PLC<br />
EXCEPT WHERE OTHERWISE NOTED.<br />
3.PROVIDE FIELD WIRE FOR FUTURE I/O.<br />
4. CONNECT FIELD WIRE TO NEW TERMINALS IN<br />
EXISTING PLC CP.<br />
RESERVOIR OVERFLOW<br />
AND DRAIN<br />
OVERFLOW FROM<br />
BACKWASH TANK 7100<br />
OVERFLOW FROM<br />
FLOCC TANK 2101<br />
OVERFLOW FROM<br />
FLOCC TANK 2201<br />
DRAIN FROM<br />
FLOCC TANK 2101<br />
DRAIN FROM<br />
FLOCC TANK 2201<br />
DRAIN FROM<br />
SEDIMENTATION TANK 3100<br />
DRAIN FROM<br />
SEDIMENTATION TANK 3200<br />
HWL. EL. 286.0<br />
FAIRY LAKE<br />
LWL. EL. 283.0<br />
INTAKE<br />
CRIB<br />
1 2 3 4 5 6<br />
450-DR-PE<br />
710-RW<br />
(INTAKE)<br />
KEY NOTE:<br />
1<br />
THIS SIGNAL OR POWER WIRE AND RACEWAY ARE<br />
EXCEPTIONS TO THE NIC NOTE. THESE WIRES AND<br />
RACEWAYS SHALL BE PROVIDED BY CONRTACTOR,<br />
COMPLETE WITH 15 M OF SPARE/EXCESS WIRE<br />
COILED AT FUTURE OR PROVISIONAL FIELD<br />
EQUIPMENT LOCATION. TERMINATE IN THE PLC<br />
PANEL ON LABELED TERMINAL STRIPS.<br />
INTAKE FLUSHING<br />
LINE FROM<br />
BACKW ASH PUMPS<br />
450-DR-PE<br />
N.C.<br />
V-0132<br />
V-0130 V-0131<br />
LOC/REM<br />
STATIONARY SCREEN S-0120<br />
YL<br />
0110B<br />
YL<br />
0110A<br />
TRAVELLING SCREEN MS-0110<br />
ZCH<br />
0101<br />
YC<br />
0110<br />
HS<br />
0110<br />
M<br />
0110<br />
H-O-A<br />
V-0140<br />
SUPERNATANT FROM<br />
SCREEN<br />
WELL NO. 0100<br />
ZCY<br />
0101<br />
I6<br />
BACKW ASH HOLDING TANK<br />
V-0141<br />
S<br />
SV-0293<br />
ZCH<br />
0213<br />
LOW LIFT<br />
PUMP<br />
P-0210<br />
CHLORINE<br />
DIFFUSER<br />
V-0103<br />
V-0104<br />
BY-PASS<br />
S<br />
V-0282<br />
SV-0101<br />
(N.C.)<br />
M<br />
0210<br />
YL<br />
0213<br />
PH<br />
0211<br />
V-0102<br />
L-O-R<br />
SCREEN<br />
FLUSHING PUMP<br />
PRESSURE<br />
GAUGE<br />
PI-0201<br />
HS<br />
V-0201<br />
0213A<br />
M-0280<br />
HS<br />
0213B<br />
M<br />
0213<br />
ZLH<br />
0213<br />
V-0281<br />
MV<br />
0213<br />
AIR RELIEF<br />
PRV-0207<br />
1-1<br />
O-H-C L-O-R O-H-C L-O-R O-H-C<br />
ZCH<br />
0223<br />
PH 0223<br />
PSH<br />
3<br />
1/2/3/4/5 0221 0221<br />
PSH<br />
0211<br />
AIR<br />
RELIEF<br />
M<br />
0220<br />
YC<br />
0200D<br />
AIR<br />
RELIEF<br />
M<br />
0230<br />
0231<br />
AIR<br />
RELIEF<br />
ARV-0210<br />
CS<br />
CV-0212<br />
1-1<br />
RUN<br />
LOW LIFT<br />
PUMP<br />
P-0220<br />
YC<br />
0220<br />
1-1<br />
1-1 1-1<br />
FUTURE<br />
I/O REMOTE HAND<br />
ON SELECTED SELECTED<br />
YL<br />
0220A<br />
YL<br />
0220B<br />
YL<br />
0223<br />
0221<br />
FI<br />
0203<br />
FIT<br />
AI<br />
0203<br />
ZLH<br />
LOW LIFT PUMP<br />
WELL NO. 0200<br />
NI<br />
0206<br />
NIT<br />
0206<br />
ZCH<br />
0233<br />
LOW LIFT<br />
PUMP<br />
P-0230<br />
TURBIDITY<br />
V-0206<br />
YL<br />
0233<br />
PH<br />
0231<br />
L-O-R O-H-C<br />
M<br />
0233<br />
ZLH<br />
0233<br />
M<br />
0202<br />
FCV<br />
0202<br />
250-RW-SST<br />
V-0291 V-0292<br />
YL<br />
0220C<br />
DUTY PUMP 4<br />
0:001/10<br />
1-1<br />
YL<br />
0220D<br />
HS<br />
FE<br />
0203<br />
1-1<br />
HS<br />
0223A<br />
P0220<br />
DUTY<br />
SELECT<br />
1-1<br />
M<br />
HS<br />
0223B<br />
PSH<br />
ARV-0220<br />
CS<br />
M<br />
0223<br />
1-1<br />
PI<br />
CLOSED SETPOINT<br />
CV-0222<br />
ZL<br />
0202<br />
LOW<br />
LIFT<br />
PLC<br />
400-RW-SST<br />
MV<br />
0223<br />
HS<br />
0233A<br />
CS<br />
HS<br />
0233B<br />
ARV-0230<br />
ZC<br />
0202<br />
HS<br />
0202A<br />
LOW<br />
LIFT<br />
PLC<br />
HS<br />
0202B<br />
CV-0232<br />
LOW LIFT<br />
PUMP<br />
P-0240<br />
MV<br />
0233<br />
1-1<br />
RUN<br />
YC<br />
0240<br />
M<br />
0240<br />
POSITION<br />
1-1<br />
ZI<br />
0202<br />
LOW<br />
LIFT<br />
RTU<br />
FUTURE<br />
I/O REMOTE<br />
ON SELECTED<br />
YL<br />
0240A<br />
3<br />
CS<br />
1-1 1-1<br />
YL<br />
0240B<br />
YC<br />
0200D<br />
ARV-0240<br />
YL<br />
0202<br />
TI<br />
0205<br />
TIT<br />
0205<br />
ZCH<br />
0243<br />
V-0205<br />
OPEN/CLOSE<br />
YL<br />
0240C<br />
DUTY PUMP 4<br />
0:001/10<br />
1-1<br />
HAND<br />
SELECTED<br />
LOW<br />
LIFT<br />
PLC<br />
LOCAL/REMOTE<br />
1-1<br />
HS 1/2/3/4/5<br />
YL<br />
0243<br />
HS<br />
0243A<br />
AIR<br />
RELIEF<br />
PI<br />
0204<br />
PIT<br />
0204<br />
REMOTE<br />
SELECTED<br />
P0240<br />
DUTY<br />
SELECT<br />
YL<br />
0240D<br />
FUTURE<br />
I/O<br />
1-1<br />
1 1 1<br />
1<br />
1<br />
1<br />
PRESSURE<br />
V-0204<br />
L-O-R O-H-C<br />
0243B<br />
1-1<br />
PH<br />
HS<br />
0241<br />
PSH<br />
0241<br />
1<br />
PROVISIONAL ITEM<br />
M<br />
0243<br />
ZLH<br />
0243<br />
OPEN<br />
1-1<br />
PI<br />
0241<br />
CV-0242<br />
DOOR<br />
SWITCH<br />
MV<br />
0243<br />
LI<br />
0208<br />
LIT<br />
0208<br />
LE<br />
0208<br />
TSL<br />
0200<br />
UA<br />
0200A<br />
FUTURE<br />
PUMP<br />
P-0250<br />
500-RW-SST<br />
V-0290<br />
TAL<br />
0200<br />
LSL<br />
0207<br />
TEMP LOW<br />
INTRUSION<br />
UA<br />
0200A<br />
LL<br />
0207<br />
RAW WATER<br />
DISCHARGE<br />
TO PLANT<br />
LSY<br />
0207<br />
CHLORINE<br />
INSTRUMENTATION<br />
LOW LIFT PUMPING STATION PHASE I UPGRADES<br />
0 07/2012<br />
ISSUED FOR TENDER<br />
W WJ MB<br />
P&ID<br />
W WJ RC<br />
W WJ<br />
W WJ<br />
2012/07/27<br />
424251<br />
000-N-0003<br />
52of62<br />
FILENAME: 000-N-0003_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:19:19 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
CHLORINE (OPTIONAL)<br />
POLYMER (NOT USED)<br />
FROM CARBON<br />
DIOXIDE METERING<br />
LIME SLURRY<br />
LINE A<br />
000-N-0006<br />
000-N-0006<br />
PANEL<br />
LIME SLURRY<br />
LINE B<br />
FROM LOW LIFT<br />
PUMP STATION<br />
COAGULANT<br />
A<br />
B<br />
KEY NOTES:<br />
1<br />
INT TO PROC<br />
50-CDS-PVC<br />
50-CDS-PVC<br />
40-LS-PLY 40-LS-PVC<br />
40-LS-PLY 40-LS-PVC<br />
V-1003<br />
2 RELOCATE AS SHOWN ON "D" DRAWINGS.<br />
3<br />
1 2 3 4 5 6<br />
000-N-0007<br />
000-N-0007<br />
B<br />
A<br />
INT TO PROC<br />
ST-SP<br />
HS<br />
1000<br />
M<br />
1000<br />
MX-1000<br />
SODA ASH<br />
MIXING CHAMBER<br />
1000<br />
POWER<br />
SG-1101<br />
SG-1201<br />
PROVIDE JUNCTION BOX WHERE IT WILL BE ACCESSIBLE WITHOUT REMOVING GRATING.<br />
’ON’<br />
YL<br />
1000<br />
5<br />
120 VAC<br />
FROM LP<br />
3-3<br />
PH<br />
AI<br />
1101<br />
AI<br />
PH<br />
1001<br />
1<br />
1<br />
5<br />
SODA ASH<br />
5<br />
AV<br />
AV<br />
AIT<br />
1101<br />
AE<br />
1101<br />
AIT<br />
1001<br />
AE<br />
1001<br />
PH<br />
PH<br />
RETENTION CHAMBER 1100<br />
SODA ASH<br />
PH<br />
PH<br />
RETENTION CHAMBER 1200<br />
HIGH POINT OF CDS LINE TO BE 300 ABOVE TOP OF CURB AT TOP OF SODA ASH RETENTION CHAMBER.<br />
2<br />
3<br />
1<br />
1<br />
SG-1102<br />
SG-1202<br />
LI<br />
1002<br />
LIT<br />
1002<br />
LE<br />
1002<br />
1<br />
DUCTED FLASH<br />
MIXER<br />
M<br />
1301<br />
MX-1301<br />
HS<br />
1300<br />
M<br />
1300<br />
FLASH MIX<br />
CHAMBER<br />
1300<br />
ST-SP<br />
MX-1300<br />
FLASH MIXER<br />
SHELF SPARE<br />
POWER<br />
’ON’<br />
YL<br />
1300<br />
5<br />
HS<br />
2101A<br />
M<br />
2101<br />
MSG-2101<br />
HS<br />
2201A<br />
M<br />
2201<br />
L-O-R O-H-C<br />
L-O-R<br />
MSG-2201<br />
HS<br />
2101B<br />
POWER<br />
2102<br />
SG-2101<br />
HS<br />
’ON’<br />
YL<br />
2201B<br />
O-H-C<br />
POWER<br />
’ON’<br />
YL<br />
2202<br />
5<br />
5<br />
SC<br />
2102<br />
M<br />
2102<br />
SC<br />
2202<br />
M<br />
2202<br />
0-100 MAN REV<br />
HS<br />
2102A<br />
AUTO/FWD/<br />
HS<br />
2102B<br />
FLOCC TANKS<br />
0-100<br />
HS<br />
AUTO/<br />
MAN<br />
2202A<br />
FWD/<br />
HS REV<br />
2202B<br />
POWER<br />
’ON’ 5<br />
2103<br />
FLOC TANKS<br />
2103<br />
M<br />
2103<br />
M<br />
2203<br />
0-100<br />
SG-2104<br />
SG-2201 SG-2204<br />
YL<br />
SC<br />
MX-2102 MX-2103<br />
2101 2102<br />
SG-2003<br />
FWD/<br />
REV<br />
HS<br />
2203B<br />
2203<br />
HS<br />
AUTO/<br />
MAN<br />
2103A<br />
FWD/<br />
HS REV<br />
2103B<br />
HS<br />
2203A<br />
SC 0-100<br />
MX-2202 MX-2203<br />
2201 2202<br />
5<br />
AUTO/<br />
MAN<br />
POWER<br />
’ON’<br />
YL<br />
2203<br />
SG-2007<br />
SG-2005<br />
AE<br />
2001<br />
AIT<br />
2001<br />
PH<br />
FLOCCULATED<br />
WATER CHANNEL<br />
SEDIMENTATION TANK<br />
SG-2106<br />
SG-2206<br />
BYPASS CHANNEL<br />
AI<br />
2001<br />
5<br />
TO PLANT<br />
OVERFLOW<br />
TO SEDIMENTATION<br />
TANK 3100<br />
TO PLANT<br />
DRAIN<br />
TO PLANT<br />
OVERFLOW<br />
TO SEDIMENTATION<br />
TANK 3200<br />
TO PLANT<br />
DRAIN<br />
000-N-0004<br />
FILENAME: 000-N-0004_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:19:32 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
INSTRUMENTATION<br />
FLOCCULATION TANKS AND PHASE I UPGRADES<br />
0 07/2012 ISSUED FOR TENDER<br />
W WJ MB<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
CHK<br />
DSGN DR<br />
PRE-TREATED TANK<br />
P&ID<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
W WJ<br />
W WJ<br />
CR<br />
W WJ<br />
2012/07/27<br />
424251<br />
53of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
CHLORINE<br />
NOT IN CONTRACT<br />
FLUORIDE<br />
SODA ASH<br />
SODIUM<br />
HYDROXIDE<br />
REMOVE<br />
000-N-0008<br />
SODIUM<br />
HYDROXIDE<br />
000-N-0008<br />
PLANT SERVICE<br />
WATER<br />
AI<br />
5004<br />
AI<br />
5005<br />
AI<br />
5006<br />
NI<br />
5007<br />
FI<br />
5001<br />
38-SAS-SST<br />
12-SHX-PVC<br />
A<br />
12-SHX-PVC<br />
B<br />
3-2<br />
TC3 HEAT TRACE<br />
BATTERY LIMIT<br />
TC4 HEAT TRACE<br />
BATTERY LIMIT<br />
65-PW-CU<br />
6<br />
1 2 3 4 5 6<br />
REMOVE<br />
AI<br />
PI<br />
AI<br />
2<br />
BPV-9234<br />
HV-9851<br />
LINE A<br />
LINE B<br />
120 VAC<br />
FROM LP<br />
AIT<br />
5004<br />
AIT<br />
pH<br />
5005<br />
AIT<br />
5006<br />
NIT<br />
5007<br />
5<br />
FIT<br />
5001<br />
HV-9852<br />
CHLORINE<br />
FLUORIDE<br />
TURBIDITY<br />
5<br />
V-5004<br />
V-5005<br />
V-5006<br />
V-5007<br />
3<br />
FE<br />
5001<br />
4<br />
450-FDW-SST<br />
CHLORINE<br />
M<br />
V-5012<br />
POINT (ABANDONED<br />
APPLICATION<br />
FLUORIDE<br />
V-5003<br />
V-5010<br />
SURGE<br />
PLANT WALL<br />
ANTICIPATING<br />
RELIEF VALVE<br />
FV5009<br />
FV5008<br />
1<br />
IN PLACE)<br />
FV5010<br />
25-FDW-SST<br />
PIT<br />
5003<br />
PI<br />
5003<br />
25-FDW-SST<br />
350-FDW-SST<br />
SRV-5010<br />
FIT<br />
5001<br />
REMOVE<br />
PRESS.<br />
PI<br />
5003<br />
AI<br />
5008<br />
AIT<br />
5008<br />
V-5014<br />
CHLORINE<br />
AV<br />
TO DISTRIBUTION<br />
SYSTEM<br />
ARV-5013<br />
25-FDW-SST<br />
REMOVE HS<br />
SAMPLE WATER<br />
BOOSTER PUMP<br />
P-5010<br />
O O<br />
AI<br />
5009<br />
AIT<br />
5009<br />
pH<br />
FUTURE<br />
PUMP<br />
120 VAC<br />
CHLORINE<br />
FROM LP<br />
TE<br />
PLANT W ATER<br />
TO PROCESS<br />
CONNECTIONS<br />
5002<br />
TIT<br />
5002<br />
TI<br />
5002<br />
TEMP.<br />
2<br />
65-W 2-SST<br />
100-W 2-SST<br />
INDICATION<br />
SPEED<br />
SI<br />
5140<br />
FUTURE<br />
PUMP<br />
AI<br />
CONTROL<br />
SPEED<br />
SC<br />
5140<br />
AO<br />
VFD PANEL - PUMP 5140<br />
450-FDW-SST<br />
HIGH LIFT RPU PANEL<br />
FAULT<br />
VFD<br />
XA<br />
5140<br />
HIGH LIFT<br />
PUMP<br />
P-5140<br />
DI<br />
M<br />
5140<br />
PUMP RUN<br />
STATUS<br />
YL<br />
5140<br />
DI<br />
PH<br />
5141<br />
PSH<br />
5141<br />
START<br />
PUMP<br />
YC<br />
5140<br />
DO<br />
M<br />
5143<br />
AIR<br />
RELIEF<br />
SELECTED<br />
REMOTE<br />
YL<br />
5140<br />
DI<br />
CV-5142<br />
MV<br />
5143<br />
P-5130<br />
M<br />
5130<br />
ARV-5140 ARV-5130 ARV-5120 ARV-5110<br />
ASD ASD CS CS<br />
HIGH LIFT<br />
HIGH LIFT<br />
HIGH LIFT<br />
PUMP<br />
PH<br />
5131<br />
PSH<br />
5131<br />
M<br />
5133<br />
AIR<br />
RELIEF<br />
CV-5132<br />
HIGH LIFT PUMP<br />
WELL NO. 5100<br />
MV<br />
5133<br />
PUMP<br />
P-5120<br />
M<br />
5120<br />
PH<br />
5121<br />
PSH<br />
5121<br />
INDICATION<br />
SPEED<br />
M<br />
SI<br />
5130<br />
5123<br />
AIR<br />
AI<br />
RELIEF<br />
CONTROL<br />
SPEED<br />
SC<br />
5130<br />
CV-5122<br />
AO<br />
VFD PANEL - PUMP 5130<br />
1<br />
2<br />
MV<br />
5123<br />
KEY NOTES:<br />
3<br />
4<br />
5<br />
6<br />
PUMP<br />
P-5110<br />
FAULT<br />
VFD<br />
XA<br />
5130<br />
DI<br />
M<br />
5110<br />
PUMP RUN<br />
STATUS<br />
YL<br />
5130<br />
DI<br />
PH<br />
5111<br />
PSH<br />
5111<br />
START<br />
PUMP<br />
YC<br />
5130<br />
M<br />
5113<br />
AIR<br />
DO<br />
RELIEF<br />
FROM EXISTING LIGHTING PANEL.<br />
FROM POTENTIAL CHEMICAL SPRAY.<br />
POINT FOR NEW MAGMETER SIGNAL.<br />
SELECTED<br />
REMOTE<br />
YL<br />
5130<br />
DI<br />
CV-5112<br />
MV<br />
5113<br />
LI<br />
5101<br />
LIT<br />
5101<br />
LE<br />
5101<br />
LAL<br />
5102<br />
LSL<br />
5102<br />
REMOVE EXISTING VENTURI METER AND INSTALL MAGNETIC FLOW METER.<br />
REMOVE EXISTING CHLORINE PIPING, ADD NEW PVC BALL VALVE,<br />
SHORT COUPLING AND NPT CAP. CONFIRM EXISTING PIPE SIZE AT SITE.<br />
PROVIDE A SHIELD AT POINT OF APPLICATION TO PROTECT PERSONNEL<br />
PROVIDE SIGN ON WALL ADJACENT TO VALVE. SEE SPEC FOR INSCRIPTION.<br />
DISCONNECT EXISTING SIGNAL FROM VENTURI METER AND USE SAME I/O<br />
INSTRUMENTATION<br />
0<br />
HIGH LIFT PUMPS<br />
P&ID<br />
W WJ RC<br />
W WJ<br />
W WJ<br />
424251<br />
FILENAME: 000-N-0005_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:19:49 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
MB<br />
W WJ<br />
ISSUED FOR TENDER<br />
07/2012<br />
PHASE I UPGRADES<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
2012/07/27<br />
000-N-0005<br />
54of62<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
TO NEW SILO<br />
ACCESSORIES<br />
PLANT<br />
25-SAS-PVC<br />
SERVICE<br />
WATER<br />
1<br />
2<br />
3<br />
4<br />
5<br />
AIR PAD<br />
ACTUATOR<br />
PANEL<br />
COMPRESSED AIR<br />
M<br />
V-9256<br />
TO<br />
SUMP<br />
9250<br />
SCREW<br />
FROM COMPRESSOR/<br />
DRYER<br />
LSL<br />
9258<br />
KEY NOTES:<br />
CONVEYOR<br />
V-9285<br />
4<br />
MATCH "A"<br />
LIT<br />
9250<br />
FIT<br />
9280<br />
M<br />
POWER<br />
ON<br />
SHAKER<br />
ON<br />
LOW<br />
SILO<br />
M<br />
ACK<br />
9252<br />
M<br />
9255<br />
FE<br />
9280<br />
V<br />
9250<br />
VOLUMETRIC<br />
FEEDER<br />
M<br />
9281<br />
V-9281<br />
CP-9200A<br />
OFF ON<br />
SILO<br />
HI LVL<br />
BIN<br />
ON<br />
M<br />
9253<br />
9254<br />
40-SAS-PVC<br />
HYDRATED LIME BATCH TANK<br />
(WAS SODA ASH BATCH TANK)<br />
T-9250<br />
V-9286<br />
1 2 3 4 5 6<br />
NOT IN CONTRACT<br />
SILO CP<br />
40-SAS-PVC<br />
FCV<br />
9282<br />
25-PSW-CU<br />
DISCONNECT<br />
LLSL<br />
V-9283<br />
H O A<br />
VIBRATOR<br />
FEEDER SCREW<br />
TURN STATUS<br />
M<br />
LSH<br />
9259<br />
9257<br />
BFP-9284<br />
LSH<br />
9250<br />
40-SAS-PLY<br />
50-OVF-PVC<br />
TO<br />
SUMP<br />
V-9261<br />
40-SAS-PLY<br />
THIS SIGNAL OR POWER WIRE AND RACEWAY ARE EXCEPTIONS TO<br />
THE NIC NOTE. THESE WIRES AND RACEWAYS SHALL BE PROVIDED<br />
BY CONRTACTOR, COMPLETE WITH 15 M OF SPARE/EXCESS WIRE<br />
COILED AT FUTURE OR PROVISIONAL FIELD EQUIPMENT LOCATION.<br />
TERMINATE IN THE PLC PANEL ON LABELED TERMINAL STRIPS.<br />
REMOVE HOSE AND HAND OVER TO OWNER.<br />
PROVIDE STAINLESS STEEL KAMLOCK CAP.<br />
NAME PLATES/LEGEND PLATES WITH REVISED<br />
INSCRIPTION "....LIME ....".<br />
PUMP IS ON A BRACKET ON WALL.<br />
600V FROM MCC<br />
120 VAC FROM<br />
CP-9200A<br />
120 VAC FROM<br />
CP-9200A<br />
REMOVE NAME PLATES/LEGEND PLATES ON FRONT OF PANEL<br />
THAT REFER TO "....SODA ASH...." AND REPLACE WITH NEW<br />
DUCT TO OUTSIDE<br />
OF BUILDING<br />
REPLACE EXISTING<br />
EXHAUST FILTER<br />
YL<br />
9203<br />
PSH<br />
9202<br />
LSL<br />
9201<br />
M<br />
9204<br />
V<br />
9270<br />
LSH<br />
9270<br />
LSM<br />
9270<br />
10<br />
CONDUCTIVITY<br />
PROBE.<br />
CIT<br />
1.<br />
6<br />
7<br />
8<br />
9<br />
10<br />
11<br />
MF-9203<br />
K<br />
V-9263<br />
TO<br />
SUMP<br />
M K M<br />
K<br />
K<br />
V-9287<br />
HYDRATED LIME SILO<br />
(WAS SODA ASH SILO)<br />
9200<br />
50-OVF-PVC<br />
M<br />
V-9265<br />
MANWAY<br />
TRANSFER<br />
PUMP<br />
9285<br />
MVB-9204<br />
DRY<br />
V-9264<br />
NOT IN CONTRACT<br />
GENERAL NOTES:<br />
M<br />
FEEDER<br />
LSL<br />
9251<br />
25-SAS-PVC<br />
TO<br />
SUMP<br />
M<br />
9251<br />
40-SAS-PVC<br />
(AND SIMILAR) LABELS.<br />
V-9260<br />
VALVE<br />
9201<br />
9200<br />
LIT<br />
9251<br />
40-SAS-PLY<br />
PUMP IS ON SKID ALONG SIDE P9210.<br />
VENT TO DAY TANK.<br />
ROTARY<br />
M<br />
M<br />
O/F<br />
OPEN<br />
TO VIEW<br />
MATCH "A"<br />
HOPPER<br />
LSH<br />
9251<br />
LIME SLURRY DAY TANK<br />
(WAS SODA ASH DAY TANK)<br />
T-9251<br />
25-SAS-PVC<br />
PROVIDE SIGN ON WALL ADJACENT TO VALVE.<br />
SEE SPEC FOR INSCRIPTIONS.<br />
REMOVE EXISTING MANUAL BUTTERFLY VALVE<br />
AND REPLACE WITH ROTARY VALVE. REMOVE<br />
SST TRANSITION/ADAPTER PIPES, SHORTEN TO<br />
SUIT AND REINSTALL.<br />
VIBRATOR<br />
MECHANICAL<br />
AGITATOR<br />
REMOVE PROBE, RE- CALIBRATE CONDUCTIVITY<br />
ANALYZER AT SITE; REINSTALL IN ONE DAY.<br />
V-9259<br />
INSTALL IN EXISTING PLC CONTROL PANEL OR NEW ANNEX.<br />
SODA ASH SLURRY (SAS) FLOW STREAMS / PIPES TO BE<br />
RENAMED LIME SLURRY (LS). PROVIDE "LIME SLURRY" LABELS<br />
ON EXISTING AND NEW PIPING, REMOVE EXISTING SODA ASH<br />
9<br />
4<br />
4<br />
3<br />
FEEDER RUNNING<br />
STATUS<br />
YL<br />
9252<br />
V-9257<br />
V-9258<br />
25-SAS-PLY<br />
TRANSFER PUMP<br />
RUN STATUS<br />
YL<br />
9285<br />
DI DI<br />
CHEMICAL RPU PANEL<br />
2<br />
INDICATION<br />
SPEED<br />
SI<br />
9210<br />
AI<br />
CP-9201<br />
CONTROL<br />
SPEED<br />
25-SAS-PVC<br />
SC<br />
9210<br />
AO<br />
METERING PUMPS CP<br />
25-SAS-PVC<br />
25-LS-PVC<br />
CHEMICAL RPU PANEL<br />
FAULT<br />
VFD<br />
IN REMOTE<br />
SYSTEM<br />
YL<br />
YC<br />
9200 9200<br />
CP-9200<br />
XA<br />
9210<br />
25-LS-PLY<br />
DI<br />
25-SAS-PLY<br />
25-SAS-PLY<br />
SC<br />
9200B<br />
CP-9230<br />
AO<br />
SPEED<br />
CMD<br />
25-LS-PLY<br />
SYSTEM<br />
START<br />
SPEED CONTROL<br />
FEEDER<br />
VOLUMETRIC<br />
SC<br />
9252<br />
GENERAL ALARM<br />
SYSTEM<br />
UA<br />
9200<br />
DI DO AO DI<br />
PUMP RUN<br />
STATUS<br />
YL<br />
9210<br />
V-9235<br />
V-9237<br />
YL<br />
9230<br />
DI<br />
DI<br />
MAKE UP CP<br />
START<br />
PUMP<br />
YC<br />
9210<br />
V-9215<br />
7<br />
DO<br />
SELECTED<br />
REMOTE<br />
YL<br />
9210<br />
DI<br />
VENT TO<br />
DAY TANK<br />
V-9225<br />
120 VAC<br />
V-9247<br />
RUNNING STATUS<br />
CONVEYOR<br />
YL<br />
9255<br />
VOLUMETRIC<br />
FEEDER HOPPER<br />
LOW LEVEL<br />
LAL<br />
9254<br />
SPEED INDICATION<br />
FEEDER<br />
VOLUMETRIC<br />
SI<br />
9252<br />
LEVEL INDICATION<br />
BATCH TANK<br />
LI<br />
9250<br />
DI DI AI AI<br />
INDICATION<br />
SPEED<br />
DI DI DO<br />
RUNNING FAULT REMOTE RUN<br />
5 5<br />
SELECTED<br />
SI<br />
9220<br />
AI<br />
LIME SLURRY<br />
PUMP P-9210<br />
6<br />
P-9210T<br />
LIME SLURRY<br />
PUMP P-9220<br />
CONTROL<br />
SPEED<br />
SC<br />
9220<br />
REMOVE<br />
AO<br />
M<br />
9210<br />
AO<br />
M<br />
9220<br />
M<br />
FAULT<br />
VFD<br />
XA<br />
9230<br />
P-9230<br />
9220<br />
DI<br />
REMOVE<br />
SC<br />
9210T<br />
SPEED<br />
CMD<br />
SODA ASH<br />
METERING<br />
PUMP NO.<br />
5<br />
PUMP RUN<br />
STATUS<br />
YL<br />
9220<br />
DI<br />
LEVEL INDICATION<br />
DAY TANK<br />
LI<br />
9251<br />
AI<br />
START<br />
PUMP<br />
YC<br />
9220<br />
DO<br />
PRV-<br />
9215<br />
25-SAS-PVC<br />
25-LS-PVC<br />
25-SAS-PVC<br />
25-LS-PVC<br />
25-SAS-PLY<br />
FLOW INDICATION<br />
SERVICE W ATER<br />
FI<br />
9280<br />
AI<br />
SELECTED<br />
REMOTE<br />
PRV-<br />
9245<br />
YL<br />
9220<br />
DI<br />
PRV-<br />
9225<br />
V-9232<br />
PS<br />
9210<br />
PS<br />
9220<br />
PO-9233<br />
25-SAS-PVC<br />
NO<br />
FLOW<br />
V-9236<br />
PI<br />
9210<br />
NO<br />
FLOW<br />
V-9238<br />
NOT IN CONTRACT<br />
PI<br />
9220<br />
TO HIGH LIFT<br />
HEADER<br />
25-SAS-PLY<br />
8<br />
25-LS-PLY<br />
25-LS-PVC<br />
25-LS-PVC<br />
INT TO PROC<br />
25-SAS-PLY<br />
25-SAS-PVC<br />
HV-9291<br />
HOSE TO<br />
SODA ASH<br />
MIXING<br />
CHAMBER<br />
1100<br />
40-LS-PVC 40-LS-PLY<br />
000-N-0004<br />
A<br />
PI<br />
9200<br />
HV-9293<br />
S<br />
40-LS-PVC 40-LS-PLY<br />
FI<br />
40-W 2-PVC<br />
PLANT<br />
WATER<br />
INSTRUMENTATION<br />
0<br />
LIME SLURRY SYSTEM<br />
P&ID<br />
W WJ RC<br />
W WJ<br />
W WJ<br />
I 7<br />
2012/07/27<br />
424251<br />
000-N-0006<br />
FILENAME: 000-N-0006_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:20:03 PM<br />
000-N-0004<br />
B<br />
HV-9292 HV-9294<br />
8<br />
11<br />
DRYER<br />
M-9276<br />
3-3<br />
YC<br />
9200<br />
YY<br />
9200<br />
8<br />
DO<br />
HEADER<br />
TO SILO FILTER<br />
AND FLUIDIZERS<br />
AND AIR PADS<br />
AIR<br />
COMPRESSOR<br />
M-9275<br />
STANDBY<br />
HOSE TO<br />
SODA ASH<br />
MIXING<br />
CHAMBER<br />
1200<br />
RELAY<br />
120 VAC<br />
FROM LP<br />
9200<br />
SV-9200<br />
120 VAC<br />
FROM LP<br />
8<br />
PSL<br />
9275<br />
PI<br />
9275<br />
40-W 2-PVC<br />
3-3<br />
LOW AIR<br />
PRESSURE<br />
PLL<br />
9275<br />
1<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
MB<br />
W WJ<br />
ISSUED FOR TENDER<br />
07/2012<br />
PHASE I UPGRADES<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
55 of62<br />
CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
KEY NOTES:<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
NOT IN CONTRACT<br />
2<br />
LEASED<br />
CO 2<br />
15 TON<br />
HORIZONTAL TANK<br />
T-9300<br />
SURGE<br />
SUPPRESSOR<br />
600 VAC<br />
PHONE<br />
POWER<br />
LINE<br />
FROM MCC OR<br />
(BY OWNER)<br />
LIGHTING<br />
CO SUPPLIER EQUIPMENT PACKAGE (LEASED)<br />
6<br />
CO CONTROL PANEL<br />
2<br />
LI<br />
9301<br />
LIT<br />
9300<br />
PLANT<br />
WATER<br />
3-2<br />
LEVEL ALARM<br />
LI<br />
9300<br />
LY<br />
9300<br />
FENCED AREA<br />
SEE PROCESS MECHANICAL<br />
DRAWINGS FOR BOUNDARY<br />
OF INDOOR PIPE PROVIDED<br />
IN CONTRACT<br />
NOT IN CONTRACT<br />
THIS SIGNAL OR POWER WIRE AND RACEWAY ARE EXCEPTIONS<br />
TO THE NIC NOTE. THESE WIRES ANDRACEWAYS SHALL BE PROVIDED<br />
BY CONRTACTOR, COMPLETE WITH 15 M OF SPARE/EXCESS WIRE<br />
COILED AT FUTURE OR PROVISIONAL FIELD EQUIPMENT LOCATION.<br />
TERMINATE IN THE PLC PANEL ON LABELED TERMINAL STRIPS.<br />
IS DELIVERED OR REMOVED.<br />
PROVIDE INSECT SCREEN.<br />
DIAL ON FRONT OF PANEL.<br />
1 2 3 4 5 6<br />
1 1<br />
LOCATE UTILITY OUTLET NEAR GATE/FENCE TO KEEP<br />
CLEAR OF CONCRETE PAD AND TANK WHENEVER TANK<br />
BRANCH OFF VERTICAL PORTION OF MAIN LINE NEAR THE STORAGE<br />
TANK AND BEFORE IT BECOMES BURIED UNDERGROUND.<br />
UNDER RAIN HOOD, DETAIL 13383B. INSTALL PIT ON STAND, DETAIL<br />
13383A. INSTALL STAND ON CONCRETE TANK PAD.<br />
PROVIDE 50mm PVC ELECTRIC CONDUIT RESERVED<br />
FOR TELEPHONE LINE FROM CO CONTROL PANEL TO<br />
2<br />
TELEPHONE CLOSET IN MAIN BUILDING.<br />
INSTALL IN EXISTING PLC CONTROL PANEL OR NEW ANNEX.<br />
3-WAY VALVE WITH HANDLE THROUGH FRONT OF PANEL COMPLETE<br />
WITH LEGEND PLATE INSCRIBED "LOCAL / REMOTE".<br />
ADJUSTMENT KNOB THROUGH FRONT OF PANEL COMPLETE WITH<br />
LEGEND PLATE "LOCAL VALVE POSITION ADJUSTMENT".<br />
7<br />
AI DI<br />
1<br />
VAPOURIZER<br />
REFRIGERATION<br />
UNIT<br />
HEATING<br />
UNIT<br />
120 VAC<br />
FROM<br />
LP<br />
3-2 3-2<br />
CO2 GENERAL<br />
UA<br />
9300<br />
65-W2-PVC<br />
1 1<br />
PI<br />
9310<br />
WEATHER<br />
PROOF<br />
UTILITY OUTLET<br />
GFCI<br />
20A<br />
CP-9320<br />
PRV-9340<br />
25-CDG-SST<br />
25-CDG-SST<br />
PH TANK 1<br />
PH TANK 2<br />
STRAINER<br />
STRAINER<br />
PI<br />
9340<br />
2<br />
CO FLOW<br />
2<br />
S 2<br />
SV-9340<br />
120VAC, 20A<br />
FROM LP<br />
FC<br />
3<br />
AVG PH<br />
PRESSURE<br />
AIC<br />
AI<br />
CO VALVE<br />
FI FIC<br />
FY<br />
AI<br />
1 1<br />
FIT<br />
A/S 80<br />
0-100%<br />
9331 E&H CORIOLIS<br />
(3-15 PSI)<br />
FI<br />
9341<br />
PI<br />
PIT<br />
9311<br />
9332<br />
PI<br />
9311<br />
LY SURGE<br />
9311 SUPPRESSOR<br />
4<br />
FI<br />
9320<br />
VANE<br />
6-CDG-SST<br />
12-CDG-SST<br />
3-3 3-3<br />
2<br />
SET POINT<br />
ZY<br />
9332<br />
5<br />
AO<br />
FC<br />
PLANT<br />
WEST<br />
WALL<br />
OUTDOORS<br />
9331 9332 9332 9333 9333 9341<br />
9<br />
7<br />
10<br />
MASS FLOW<br />
ON WHILE HS = L OR R<br />
1<br />
LOCAL<br />
REMOTE<br />
8<br />
COMMON PORT<br />
ON WHILE HS = R<br />
3-15 PSI<br />
AUTO FEED LINE<br />
FEED LINE<br />
3-3<br />
RUN<br />
ZCH<br />
LOCAL MANUAL<br />
DO<br />
1 1<br />
I<br />
PI<br />
S<br />
SV-9333<br />
9341<br />
FC<br />
HS<br />
LOR<br />
1 2 9360<br />
50-CDS-PVC<br />
S 1<br />
SV-9320<br />
PSL<br />
9341<br />
3-3<br />
REMOTE<br />
SELECTED<br />
YL<br />
9333<br />
FC<br />
DI<br />
I I I<br />
3-2<br />
PAL<br />
PROVIDE INDOOR PIPING<br />
TO WITHIN 500 MM OF<br />
OUTDOOR WALL AT THIS END<br />
DI<br />
ON WHILE HS = L<br />
ON WHILE HS = L OR R<br />
ON WHILE HS = L<br />
EDUCTOR<br />
PI<br />
9350<br />
65-CDS-PVC<br />
65-CDS-PVC<br />
DRAIN<br />
CARBON DIOXIDE METERING PANEL PACKAGE<br />
50-CDS-PVC<br />
50-CDS-PVC<br />
PI<br />
PI<br />
9370<br />
FI<br />
9360<br />
FI<br />
9370<br />
50-CDS-PVC<br />
B 000-N-0004<br />
TO SODA ASH MIXING<br />
CHAMBER 1000<br />
A 000-N-0004<br />
TO SODA ASH MIXING<br />
CHAMBER 1000<br />
000-N-0007<br />
FILENAME: 000-N-0007_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:20:18 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
INSTRUMENTATION<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
W WJ<br />
0<br />
PHASE I UPGRADES<br />
CARBON DIOXIDE SYSTEM<br />
P&ID<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
W WJ<br />
W WJ<br />
CR<br />
W WJ<br />
2012/07/27<br />
424251<br />
56of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
120V<br />
LP<br />
NAOH TANK<br />
FROM<br />
FROM<br />
3-3<br />
XC<br />
9802<br />
PLC CP<br />
HORN<br />
HORN-1<br />
DO<br />
1 1<br />
120VAC<br />
1<br />
2<br />
3<br />
4<br />
XY<br />
9802<br />
RELAY<br />
12<br />
SIGN-1<br />
HV-9806<br />
KEY NOTES:<br />
FILL<br />
3-3<br />
NAOH HORN<br />
SILENCE<br />
XY<br />
9802<br />
HS<br />
DI<br />
CP-9802<br />
9802<br />
STATION<br />
SIL<br />
50-SHX-SST<br />
4<br />
NOT IN CONTRACT<br />
SATELITE<br />
TRANSMITTER<br />
LIT<br />
9801<br />
PANEL ON LABELED TERMINAL STRIPS.<br />
ULTRASONIC LE ON 50D NOZZLE.<br />
1 2 3 4 5 6<br />
50-SHX-SST<br />
TC1<br />
THIS SIGNAL OR POWER WIRE AND RACEWAY ARE<br />
EXCEPTIONS TO THE NIC NOTE. THESE WIRES AND<br />
RACEWAYS SHALL BE PROVIDED BY CONRTACTOR,<br />
COMPLETE WITH 15 M OF SPARE/EXCESS WIRE<br />
COILED AT FUTURE OR PROVISIONAL FIELD<br />
EQUIPMENT LOCATION. TERMINATE IN THE PLC<br />
CENTRE LINE OF NOZZLE ON TANK TO BE 600mm OR<br />
NaOH TANK PACKAGE PROVIDED BY LESSOR<br />
MORE FROM SIDE OF TANK. DRILL 150D FLANGE TO SUIT LE.<br />
FILL PIPING AND FILL STATION PROVIDED BY LESSOR.<br />
HV-9807<br />
10<br />
4<br />
2<br />
LE<br />
9801<br />
VENT<br />
TO OUTSIDE<br />
75-VNT-PVC<br />
5<br />
6<br />
7<br />
8<br />
9<br />
5<br />
TSL<br />
1<br />
9803<br />
3-3<br />
LOW TEMP<br />
ALARM<br />
YC<br />
9803<br />
DI<br />
1 2<br />
NaOH STORAGE<br />
TANK<br />
T-9800<br />
3<br />
3-3<br />
LEVEL<br />
LI<br />
9802<br />
LIT<br />
AI<br />
9802<br />
LE<br />
9802<br />
50D NOZZLE; BY LESSOR.<br />
INSTALL SENSOR ON PIPE.<br />
120V FROM LP<br />
ULTRASONIC<br />
100D NOZZLE WITH THREADED CAP, AT<br />
PERIPHERY, FOR MANUAL VIEWING.<br />
XX-OVF-PVC<br />
50-SHX-SST<br />
HV-9805<br />
HEAT TRACE AND INSULATE ALL PIPING EXCEPT<br />
VALVES AND FLOW SWITCHES AND CALIBRATION<br />
PROVIDE SIGN ON WALL ADJACENT TO VALVE.<br />
SEE SPECS FOR INSCRIPTIONS.<br />
1<br />
7<br />
HV-XXXX<br />
120VAC<br />
FROM LP<br />
THERMOWELL AND LOW TEMPERATURE SWITCH THRU<br />
COLUMN; INCLUDE PIPING ON AND OFF THE PUMP SKID.<br />
TC2<br />
1<br />
8<br />
3-3<br />
LOW TEMP<br />
ALARM<br />
YC<br />
9804<br />
TSL<br />
DI<br />
9804<br />
10<br />
6<br />
TC 2 HEAT TRACE<br />
BATTERY LIMIT<br />
11<br />
12<br />
12-SHX-PVC<br />
12-SHX-PVC<br />
120 VAC<br />
FROM<br />
LP<br />
RUN<br />
CP-9810<br />
HV-9811<br />
HV-9821<br />
3-3 3-3 3-3 3-3 3-3 3-3<br />
3-3 3-3 3-3 3-3 3-3 3-3<br />
YC<br />
9810<br />
12-SHX-PVC<br />
DO<br />
50-V-PVC<br />
HV-9812<br />
HV-9822<br />
COM MAND<br />
SPEED<br />
SC<br />
9810<br />
AO<br />
12-SHX-PVC<br />
SELECTED<br />
REMOTE<br />
YL<br />
9810B<br />
DI<br />
12-SHX-PVC<br />
ON<br />
YL<br />
9810A<br />
CALIBRATION<br />
COLUMN<br />
12-SHX-PVC<br />
RUN<br />
SPILL CONTAINMENT<br />
INSULATION, BLANKET HEATER AND THERMOSTAT<br />
IS FACTORY INSTALLED ON TANK.<br />
PROVIDE TERMINALS IN CP FOR SPEED<br />
FEEDBACK TWISTED SHIELDED PAIR WIRING.<br />
INSTALL IN EXISTING PLC CONTROL PANEL OR NEW<br />
ANNEX.<br />
DI<br />
SPEED<br />
GEN ALARM<br />
FAULT<br />
UA<br />
9810<br />
ON<br />
DI<br />
M<br />
9810<br />
NaOH<br />
METERING PUMP NO.1<br />
P-9810<br />
M<br />
9820<br />
ACTUAL<br />
SPEED<br />
SI<br />
9810<br />
AI<br />
NaOH<br />
METERING PUMP NO.2<br />
P-9820<br />
LOW FLOW<br />
ALARM<br />
FAL<br />
9815<br />
DI<br />
CP-9820<br />
12-SHX-PVC<br />
1 PRV-9813<br />
2<br />
12-SHX-PVC<br />
12-SHX-PVC<br />
RUN<br />
YC<br />
9820<br />
DO<br />
PI<br />
9814<br />
PRV-9823<br />
PI<br />
9824<br />
SC<br />
9820<br />
AO<br />
BPV-9816<br />
HV-9817<br />
HV-9827<br />
12-SHX-PVC<br />
BPV-9826<br />
SELECTED<br />
REMOTE<br />
YL<br />
9820B<br />
DI<br />
ON<br />
9820A<br />
1 1 1 1 1 11 1 1 1 1 1<br />
FSL<br />
YL<br />
9815<br />
DI<br />
FAULT<br />
UA<br />
9820<br />
GFCI GFCI<br />
1 3<br />
5 2<br />
1<br />
4<br />
LOW FLOW<br />
12-SHX-PVC<br />
COM MAND<br />
SPEED<br />
120 VAC<br />
FROM<br />
LP<br />
TC 2 HEAT TRACE<br />
BATTERY LIMIT<br />
RUN<br />
SPEED<br />
GEN ALARM<br />
1 3<br />
2<br />
ON<br />
4<br />
DI<br />
12-SHX-PVC<br />
NaOH METERING<br />
PUMP SKID<br />
12-SHX-PVC<br />
HV-9831<br />
9<br />
HV-9842<br />
LINE B<br />
5<br />
9<br />
3-3<br />
ACTUAL<br />
SPEED<br />
POWER FROM<br />
LP<br />
SI<br />
9810<br />
AI<br />
1<br />
11<br />
HV-9841<br />
LINE A<br />
120VAC<br />
FROM LP<br />
TC3<br />
TC4<br />
120VAC<br />
FROM LP<br />
3-3<br />
LOW TEMP<br />
ALARM<br />
6<br />
8<br />
YC<br />
9830<br />
TSL<br />
DI<br />
9830<br />
3-3<br />
LOW TEMP<br />
ALARM<br />
YC<br />
9840<br />
TSL<br />
DI<br />
9840<br />
TO EXISTING<br />
HIGH LIFT HEADER<br />
A<br />
TO EXISTING (SPARE)<br />
HIGH LIFT HEADER<br />
B<br />
000-N-0005<br />
000-N-0005<br />
TC 3 AND TC4 HEAT TRACE<br />
BATTERY LIMIT<br />
INSTRUMENTATION<br />
0<br />
SODIUM HYDROXIDE SYSTEM<br />
P&ID<br />
CR<br />
W WJ<br />
424251<br />
000-N-0008<br />
FILENAME: 000-N-0008_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:20:33 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
W WJ<br />
PHASE I UPGRADES<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
W WJ<br />
W WJ<br />
2012/07/27<br />
57of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
AE<br />
FIELD<br />
MS<br />
0043<br />
GROUND FLOOR CORRIDOR 105<br />
0056<br />
CO<br />
AMBIENT<br />
BEACON IN CHEMICAL<br />
STORAGE ROOM<br />
SIGN - 0056<br />
AIS<br />
0056<br />
FORCE CLOSED MD-115<br />
FORCE CLOSED MD-116<br />
FORCE OFF EF-101<br />
RUN EF-101<br />
FORCE OFF EF-12<br />
ALH<br />
0056<br />
RUN MAU-101 HIGH SPEED<br />
FORCE OPEN MD 116<br />
FORCE CLOSED MD-104<br />
FORCE OPEN MD-106<br />
MAKE UP AIR<br />
UNIT PANEL<br />
MAU-101<br />
CHEMICAL STORAGE ROOM<br />
SODA ASH ROOM<br />
PIPE GALLERY<br />
1 2 3 4 5 6<br />
CO<br />
FORCE EF-102 HIGH SPEED<br />
FORCE EF-12 LOW SPEED<br />
FORCE MD-118 OPEN<br />
MS<br />
0061<br />
FORCE D-103 ON<br />
FORCE MD-110 OPEN<br />
SPILL<br />
OBSERVED<br />
IN MCC<br />
FORCE D-101 ON<br />
IN MCC<br />
SHUT DOWN<br />
HS<br />
0054<br />
I<br />
SPILL<br />
OBSERVED<br />
IN MCC<br />
IN MCC<br />
FORCE MD-109 OPEN<br />
I<br />
TS<br />
0053<br />
HS<br />
AY<br />
0055<br />
0056<br />
DPS<br />
0051<br />
US<br />
0052<br />
I<br />
I<br />
SMOKE<br />
IN DUCT<br />
IN MCC<br />
RELAYS<br />
I<br />
CONTROL PANEL PLC i-j<br />
SHUT DOWN<br />
ALARM<br />
3-2<br />
3-3<br />
3-3<br />
3-1<br />
3-1<br />
3-1<br />
3-1<br />
3-1<br />
3-3<br />
MA<br />
0043<br />
XA<br />
AA<br />
0056<br />
DPA<br />
0051<br />
UA<br />
0052<br />
TA<br />
0053<br />
XA<br />
0054<br />
0055<br />
MA<br />
XA<br />
0056<br />
0061<br />
HIGH<br />
HUMIDITY<br />
ALARM<br />
HIGH<br />
CO<br />
ALARM<br />
TROUBLE<br />
DIRTY<br />
FILTER<br />
ALARM<br />
FAULT<br />
SMOKE<br />
ALARM<br />
MANUAL ACTIVATION<br />
OF EMERGENCY<br />
EXHAUST FAN EF-101<br />
AND DISPLAY<br />
MESSAGE "CHEMICAL<br />
LEAKAGE PUSH<br />
BUTTON ACTIVATED<br />
FOR CHEMICAL<br />
STORAGE ROOM".<br />
MANUAL ACTIVATION<br />
FORCING EXHAUST<br />
FAN EF-102 TO<br />
HIGH SPEED AND<br />
DISPLAY MESSAGE<br />
"CHEMICAL LEAKAGE<br />
PUSH BUTTON<br />
ACTIVATED FOR<br />
SODA ASH ROOM"<br />
HIGH<br />
HUMIDITY<br />
ALARM<br />
TIT<br />
0001<br />
ON PIPE<br />
CP-D-102B<br />
AIS<br />
FIELD<br />
FILTER AND TANK AREA<br />
TS<br />
0023<br />
MIT<br />
0001<br />
GENERATOR ROOM<br />
0024<br />
AIS<br />
0024<br />
IN DUCT<br />
AE<br />
0025<br />
CO2<br />
CO2<br />
CO<br />
I<br />
ADMIN AC<br />
FORCE MD-105 CLOSED<br />
FORCE MD-9 CLOSED<br />
FORCE EF-14 OFF<br />
FORCE MD-119 OPEN<br />
FORCE D-102 ON<br />
BEACON<br />
BEACON<br />
FILTER AND TANK AREA<br />
AY<br />
0024<br />
SMOKE<br />
IN DUCT<br />
IN MECH ROOM<br />
AIS<br />
0025<br />
IN MCC<br />
RELAYS<br />
ALH<br />
SECOND FLOOR<br />
0024<br />
SIGN - 0024<br />
CO<br />
AMBIENT<br />
MECHANICAL ROOM<br />
DEHUMIDIFIER D-102<br />
CONTROL<br />
PANEL<br />
CP-D-102A<br />
AIR CONDITIONER AC-1<br />
CONTROL<br />
PANEL<br />
BOILER<br />
ALH<br />
0002<br />
120 VAC<br />
FROM LP<br />
SIGN - 0002<br />
AE<br />
0002<br />
TO EF-11<br />
TO EF-10<br />
COMBUSTION AIR<br />
DAMPER FAIL TO OPEN<br />
INDOOR<br />
UNIT<br />
CU-1<br />
OUTDOOR<br />
CONDENSER<br />
FORCE EF-103 ON<br />
FORCE MD-106 OPEN<br />
FORCE MD-108 OPEN<br />
ALARM<br />
CO<br />
IN MCC<br />
US<br />
0021<br />
I<br />
US<br />
0022<br />
120 VAC<br />
FROM LP<br />
ALARM<br />
HYDRONIC SYSTEM PUMP<br />
CONTROL PANEL<br />
CP-1<br />
HYDRONIC SYSTEM PUMP<br />
CONTROL PANEL<br />
CP-2<br />
US<br />
0001<br />
AY<br />
0002<br />
AIS<br />
0002<br />
I<br />
MS<br />
0003<br />
TSHH<br />
0011<br />
TSH<br />
0011<br />
TSM<br />
0011<br />
XS<br />
US<br />
0031<br />
UA<br />
0001<br />
AA<br />
0002<br />
MA<br />
0003<br />
TA<br />
0011<br />
XA<br />
UA<br />
0021<br />
TA<br />
0023<br />
UA<br />
0022<br />
AA<br />
0024<br />
UA<br />
0031<br />
XA<br />
0032<br />
XA<br />
0033<br />
FAULT<br />
HIGH<br />
HUMIDITY<br />
ALARM<br />
HIGH<br />
ROOM<br />
TEMPERATURE<br />
DAMPER MD-3A<br />
0012 0012 FAIL TO OPEN<br />
AY<br />
0025<br />
SHUT DOWN<br />
(ALARM)<br />
RELAYS<br />
CO<br />
AMBIENT<br />
RELAYS<br />
SHUT DOWN<br />
CONTROL PANEL<br />
ALARM<br />
ALARM<br />
ALARM<br />
PLC<br />
2-2<br />
2-2<br />
2-2<br />
2-2<br />
3-2<br />
3-2<br />
3-1<br />
3-1<br />
3-1<br />
3-1<br />
3-1<br />
3-1<br />
3-1<br />
3-1<br />
3-1<br />
3-1<br />
XA<br />
0002<br />
XA<br />
0034<br />
AA<br />
0025<br />
XA<br />
0025<br />
i-j<br />
HIGH<br />
CO<br />
ALARM<br />
TROUBLE<br />
FAULT<br />
SMOKE<br />
ALARM<br />
FAULT<br />
HIGH<br />
CO<br />
2<br />
ALARM<br />
TROUBLE<br />
HIGH CO ALARM<br />
IN MECHANICAL ROOM<br />
DUCT<br />
TROUBLE<br />
GENERAL<br />
ALARM<br />
HYDRONIC SYSTEM<br />
PUMP FAILURE<br />
CP-1<br />
HYDRONIC SYSTEM<br />
PUMP FAILURE<br />
CP-2<br />
000-N-0009<br />
FILENAME: 000-N-0009_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:20:47 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
INSTRUMENTATION<br />
MB<br />
W WJ<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
HVAC P&ID<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
W WJ<br />
W WJ<br />
RC<br />
W WJ<br />
2012/07/27<br />
424251<br />
58of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
NOTE:<br />
120VAC<br />
L N<br />
C<br />
120V AC<br />
L N<br />
TYPICAL INDICATING LIGHT A<br />
TYPICAL STATUS OR ALARM INPUT<br />
120V AC 120V AC<br />
L N L N L N<br />
TYPICAL MOMENTARY PUSHBUTTON INPUT D<br />
(DISCRETE INPUT)<br />
+<br />
-<br />
PROVIDE TERMINALS FOR<br />
REMOTE DEVICES<br />
CONTACT<br />
DEVICE<br />
NORMALLY OPEN FOR<br />
ALL DEVICES, EXCEPT<br />
FOR STOP<br />
PUSHBUTTON WHICH<br />
NORMALLY CLOSED<br />
2 WIRE<br />
ANALOG<br />
TRANSMITTER<br />
PLC 120V AC INPUT MODULE<br />
(NOT REQUIRED FOR OFF<br />
INDICATING LIGHTS)<br />
(DISCRETE INPUT)<br />
PROVIDE SURGE ARRESTOR ON ALL<br />
CIRCUITS OUTSIDE BUILDING<br />
1 2 3 4 5 6<br />
PLC 120V AC<br />
INPUT MODULE<br />
PROVIDE TERMINALS<br />
FOR REMOTELY<br />
MOUNTED PUSHBUTTONS<br />
FIELD PANEL<br />
SURGE<br />
SUPPRESSOR<br />
SHIELD<br />
SURGE<br />
SUPPRESSOR<br />
1/8 A<br />
FUSE<br />
TYPICAL 2 WIRE ANALOG TRANSMITTER<br />
(ANALOG INPUT) PROVIDE SIGNAL ISOLATORS AS REQUIRED<br />
1/8 A<br />
FUSE<br />
INDICATING LIGHT<br />
WHERE REQUIRED<br />
TERMINAL BLOCK<br />
@ PANEL<br />
ALARM OR STATUS DEVICE<br />
ALARM SHALL BE WIRED<br />
TO ALARM ON CONTACT<br />
OPEN<br />
- (DISCRETE INPUT)<br />
-<br />
24V DC FROM<br />
POWER SUPPLY<br />
IN PANEL<br />
TO 24V DC<br />
POWER SUPPLY<br />
COMMON<br />
+<br />
-<br />
+<br />
-<br />
INDICATOR<br />
OR DEVICE<br />
IF REQUIRED<br />
G<br />
TWO POSTION<br />
SELECTOR<br />
SWITCH<br />
PROVIDE TERMINALS<br />
FOR REMOTELY<br />
MOUNTED DEVICES<br />
XO<br />
TYPICAL TWO POSITION SWITCH INPUT<br />
(DISCRETE INPUT)<br />
4 WIRE ANALOG<br />
TRANSMITTER<br />
PLC 120V AC<br />
INPUT MODULE<br />
FIELD PANEL<br />
+<br />
-<br />
C<br />
B<br />
PLC 120V AC<br />
INPUT MODULE<br />
120V AC<br />
PLC 4-20mA DC<br />
ANALOG INPUT<br />
PLC 4-20mA DC MODULE<br />
ANALOG INPUT<br />
MODULE<br />
SURGE<br />
SUPPRESSOR<br />
NOTE:<br />
-<br />
-<br />
SURGE<br />
SUPPRESSOR<br />
PROVIDE SURGE ARRESTOR ON ALL<br />
CIRCUITS OUTSIDE BUILDING<br />
SHIELD<br />
(ANALOG INPUT) PROVIDE SIGNAL ISOLATORS AS REQUIRED<br />
1/8 A<br />
FUSE IN PANEL<br />
1/8 A<br />
FUSE<br />
TYPICAL 4 WIRE ANALOG TRANSMITTER H<br />
E<br />
-<br />
24V DC FROM<br />
POWER SUPPLY<br />
+<br />
-<br />
+<br />
-<br />
SURGE<br />
SUPPRESSOR<br />
TO 24V DC<br />
POWER SUPPLY<br />
COMMON<br />
-<br />
INDICATOR<br />
OR DEVICE<br />
IF REQUIRED<br />
MULTI-POSITION<br />
SELECTOR<br />
SWITCH<br />
+<br />
-<br />
TYPICAL CONTACT OUTPUT<br />
(DISCRETE OUTPUT)<br />
FIELD<br />
120V AC<br />
TYPICAL MULTI-POSITION SWITCH INPUT<br />
(DISCRETE INPUT)<br />
ANALOG<br />
RECEIVING<br />
DEVICE (4-20MA)<br />
NOTE:<br />
PROVIDE TERMINALS<br />
FOR REMOTELY<br />
MOUNTED DEVICES<br />
120VAC<br />
L PLC SOLID STATE<br />
OUTPUT MODULE<br />
N<br />
C<br />
REMOVABLE RELAY IN<br />
TERMINAL BLOCK @ PANEL<br />
R<br />
TERMINAL BLOCK @ PANEL<br />
PROVIDE SURGE ARRESTOR ON ALL<br />
CIRCUITS OUTSIDE BUILDING<br />
R<br />
18 GA<br />
TWISTED<br />
SURGE PAIR<br />
SUPPRESSOR<br />
SHIELD<br />
TYPICAL ANALOG OUTPUT<br />
(ANALOG INPUT) PROVIDE SIGNAL ISOLATORS AS REQUIRED<br />
R<br />
C<br />
C<br />
-<br />
PROVIDE ONE INPUT<br />
FOR EACH SWITCH<br />
POSITION<br />
(WHERE REQUIRED)<br />
PLC 120V AC<br />
INPUT MODULE<br />
F<br />
-<br />
PANEL<br />
I<br />
-<br />
ALTERNATE A<br />
ALTERNATE B<br />
PLC 4-20MA<br />
OUTPUT MODULE<br />
000-N-0010<br />
FILENAME: 000-N-0010_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:21:00 PM<br />
+<br />
-<br />
SURGE<br />
SUPPRESSOR<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
INSTRUMENTATION<br />
MB<br />
W WJ<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
TYPICAL WIRING DIAGRAMS (1)<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
W WJ<br />
W WJ<br />
RC<br />
W WJ<br />
2012/07/27<br />
424251<br />
59of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
NOTES:<br />
G<br />
CONTROL VALVE<br />
OR SURGE VALVE<br />
N L<br />
PROTECTED<br />
SIDE<br />
L<br />
BLK<br />
+ +<br />
- -<br />
GROUND<br />
STRIP<br />
#6 BARE COPPER<br />
TO NEAREST GND<br />
1. THIS DETAIL SHOWS VALVE MODULATING ACTUATOR. FOR AC POWER PROTECTION<br />
BLK<br />
W H<br />
NOTE 1<br />
2. WITH-IN CONTROL PANELS FOR SIGNAL LINE PROTECTION USE EDCO MODEL #PC642<br />
3. FOR ON/OFF TYPE ACTUATOR OR CONTROLLERS, DELETE ANALOG SIGNAL SHOWN.<br />
4. FOLLOW PRINCIPLE OR SINGLE POINT GROUNDINGS AS SHOWN.<br />
UNPROTECTED<br />
SIGNAL LINES<br />
SHLD<br />
120VAC<br />
L1<br />
N<br />
GND<br />
TO GROUND BUS<br />
OR AS INDICATED<br />
MOUNT SUPPRESSOR<br />
ADJACENT TO<br />
INSTRUMENT SERVED,<br />
EXCEPT FOR<br />
RAINHOODS AND<br />
SOLARSHADES<br />
MOUNT SUPPRESSOR<br />
USING DETAIL FOR<br />
INSTRUMENT SERVED<br />
WATERTIGHT<br />
CORD FITTING<br />
#6 BARE SOLID<br />
COPPER GROUND,<br />
CONNECT TO<br />
SUPPRESSOR<br />
GROUND<br />
TO GROUND BUS<br />
OR AS INDICATED<br />
MAKE THIS CONNECTION<br />
IF METALLIC PIPE OR<br />
ENCLOSURE<br />
VALVE<br />
G<br />
N<br />
ACTUATOR OR<br />
CONTROLLER<br />
GR<br />
PC642-036 (EDCO)<br />
#10 (MIN)<br />
MAKE THIS CONNECTION<br />
IF METALLIC PIPE OR<br />
ENCLOSURE<br />
MAKE THIS CONNECTION<br />
IF METALLIC PIPE OR<br />
ENCLOSURE<br />
CONNECT<br />
SHIELD<br />
TO GROUND<br />
(TYP.)<br />
OTHER<br />
SIGNALS<br />
#6 BARE COPPER TO<br />
NEAREST GROUND<br />
CONTROL VALVE<br />
SURGE SUPPRESSOR<br />
ENCL TYPE "C"<br />
TYP CONTROL<br />
PANEL ENCLOSURE<br />
TYPE "2" AND TYPE "C" SURGE SUPPRESSOR INSTALLATION<br />
TAPE BACK SHIELD - SHIELD<br />
NOT TO BE GROUNDED<br />
PROTECTED<br />
SURGE<br />
L1<br />
N<br />
GND<br />
SUPPRESSOR<br />
WIRING DIAGRAM<br />
TYPE "B" SURGE SUPPRESSOR<br />
24"<br />
(MAX)<br />
4-WIRE<br />
INSTRUMENT<br />
PROTECTED SIDE<br />
TO 4-WIRE<br />
INSTRUMENT<br />
4-WIRE INSTRUMENT<br />
SURGE SUPPRESSOR<br />
EDCO SLAC SERIES<br />
OR MTS EQUIVALENT<br />
CONDUCTORS AND<br />
CONDUITS AS PER<br />
PLAN<br />
INSTALLATION 4-WIRE INSTRUMENT<br />
NTS<br />
WIRE PER MANUFACTURER’S INSTRUCTIONS.<br />
1 2 3 4 5 6<br />
ON 120V CIRCUITS USE EDCO MODEL EMC 240B. FOR 480V CIRCUIT USE EDCO<br />
MODEL HMP 480D, FOR 208V CIRCUITS USE HMP 208Y OR MTS EQUIVALENT AND<br />
OR EDCO MODEL #COHP-036 MOUNTED ON COMPATIBLE BLOCKS OR MTS<br />
EQUIVALENT. (TYPE "C" SURGE SUPPRESSORS).<br />
(VALVES AND PANELS)<br />
D<br />
-<br />
GREEN INSULATED WIRE<br />
SHIELD<br />
LUG, TYP<br />
NOTE:<br />
SHRINK TUBING<br />
SIGNAL LEADS<br />
GROUND LEAD<br />
SHRINK TUBING<br />
TERMINATION OF<br />
COVER THIS<br />
COVER THIS<br />
SHIELDED CONTROL CABLE<br />
A<br />
PROTECTED SIDE<br />
TAPE BACK<br />
SHIELD (TYPICAL)<br />
TYPE "2" SURGE<br />
SUPPRESSOR<br />
(TYPICAL) NOTE 2<br />
SHIELD GROUND<br />
SIGNAL SURGE<br />
SUPPRESSOR<br />
COMMON<br />
GROUND BUS<br />
POWER SURGE<br />
SUPPRESSOR<br />
GROUND<br />
MDP-100, MDP-200, OR MTS EQUIVALENT<br />
G<br />
N<br />
L<br />
PROTECTED<br />
SIDE<br />
FOR 120VAC LINES, USE EDCO MODEL HSP-121, M-SYSTEM TECHNOLOGY<br />
TYPE "3" SURGE<br />
SHLD<br />
TO GND GRID<br />
FLEX CONDUIT<br />
2-WIRE SURGE<br />
SUPPRESSOR<br />
CONDUCTOR<br />
AND CONDUIT<br />
AS PER PLANS<br />
PROTECTED<br />
INSTRUMENT<br />
SUPPRESSING INSTALLATION B INSTALLATION 4-WIRE INSTRUMENT C<br />
SIDE TO<br />
2-WIRE<br />
TAPE BACK SHIELD - SHIELD<br />
NOT TO BE GROUNDED<br />
GND<br />
WIRING DIAGRAM<br />
2-WIRE INSTRUMENT<br />
SURGE COMPRESSOR<br />
EDCO TYPE<br />
SS64-036-2<br />
OR MTS<br />
EQUIVALENT<br />
2-WIRE INSTRUMENT<br />
CAST OUTLET BOX WITH BLANK<br />
COVER AND TERMINAL STRIP<br />
WATERTIGHT CORD FITTING<br />
#6 BARE SOLID COPPER GND,<br />
CONNECTED TO SUPPRESSOR<br />
GROUND WIRE<br />
TO GROUND GRID OR GROUND<br />
- (POWER)<br />
- NTS<br />
-<br />
OUTER JACKET<br />
WRAPPED SHIELD<br />
OUTER JACKET<br />
SHIELD<br />
NTS -<br />
CRIMPED SPLICE<br />
CONNECTOR<br />
OUTER JACKET<br />
USE THIS ARRANGEMENT FOR CONNECTING SHIELD TO A TERMINAL STRIP FOR<br />
(A) CONTINUING TO GROUND AT THIS POINT (NOTE - ONLY ONE POINT ALONG<br />
SIGNAL CABLE MAY BE CONNECTED TO GROUND) OR<br />
(B) CONTINUING TO ANOTHER SHIELDED CONTROL CABLE WITHOUT CONNECTING<br />
TO GROUND AT THIS POINT.<br />
E<br />
CONDUCTOR<br />
LUG, TYP<br />
INSULATION<br />
NOTE:<br />
COVER THIS<br />
USE THIS ARRANGEMENT AT<br />
THE END OF RUN FARTHEST<br />
FROM THE CONTROL PANEL.<br />
SHIELD<br />
TERMINATION OF<br />
OUTER JACKET<br />
ROD<br />
TYPE "A" SURGE SUPPRESSOR<br />
SHIELDED CONTROL CABLE F GROUNDING SHIELDED CONTROL CABLE G<br />
NTS -<br />
OUTER JACKET<br />
SHRINK TUBING<br />
UNACCEPTABLE METHOD OF<br />
NTS -<br />
000-N-0011<br />
FILENAME: 000-N-0011_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:21:14 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
INSTRUMENTATION<br />
MB<br />
W WJ<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
TYPICAL WIRING DIAGRAMS (2)<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
W WJ<br />
W WJ<br />
RC<br />
W WJ<br />
2012/07/27<br />
424251<br />
60of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
4’-6"<br />
1.<br />
PRESSURE INDICATOR<br />
(PI)<br />
NOTE:<br />
PRESSURE SWITCH AND INDICATOR INSTALLATION 13304A<br />
PRESSURE CONNECTION INSTALLATION 13305A<br />
PRESSURE CONNECTION INSTALLATION<br />
NTS<br />
200m m MAXIMUM<br />
PROCESS PIPE<br />
PRESSURE SWITCH<br />
(PS)<br />
TEST TAP<br />
13mm OR 20mm PIPE, SAME SIZE<br />
AND MATERIAL AS USED AT<br />
PROCESS PIPE CONNECTION<br />
SEE ,<br />
13305A 13305B<br />
INDICATOR AND SWITCH INSTALLATION SHOWN. FOR SINGLE INSTRUMENT INSTALLATIONS,<br />
MOUNT DEVICE DIRECTLY ABOVE TEST TAP.<br />
TO SUIT<br />
INSTRUMENT<br />
2’-6"<br />
NOTES:<br />
NTS<br />
1 2 3 4 5 6<br />
1. ROUND OFF ALL EXPOSED EDGES AND CORNERS.<br />
MOUNTING HOLES TO SUIT INSTRUMENT<br />
SECURE INSTRUMENT TO STANCHION<br />
WITH SST BOLTS, NUTS AND WASHERS<br />
RAINHOOD REQUIRED FOR OUTDOOR<br />
APPLICATION,<br />
SEE<br />
13383B<br />
L 65mm x 50mm x 8mm<br />
AL LENGTH TO SUIT<br />
INSTRUMENT<br />
INSTRUMENT<br />
L 65mm x 50mm x 8mm AL<br />
LENGTH TO SUIT INSTRUMENT<br />
50mm SCHED 40 AL PIPE<br />
100mm x 50mm AL REDUCER<br />
100mm SCHED 40 AL PIPE<br />
PL 13mm x 300mm x 300mm, AL<br />
SECURE TO SLAB WITH<br />
(4) 13mm SST CONCRETE<br />
ANCHORS<br />
25mm NONSHRINK GROUT<br />
2. PAINT ALUMINUM IN CONTACT WITH CONCRETE ACCORDING TO PSECIFICATIONS FOR PAINTING.<br />
STANCHION SUPPORT CASE MOUNTED INSTRUMENTS 13383A<br />
7mm<br />
7mm<br />
7mm<br />
G<br />
13mm SST PIPE<br />
NTS<br />
CEMENT LINED PIPE, CAST IRON PIPE AND DUCTILE IRON PIPE<br />
20mm SCHED 80 CPVC PIPE<br />
ON CPVC, 20mm SCHED 80<br />
PVC PIPE ON PVC<br />
NOTE:<br />
1. PROVIDE CPVC VALVE ON CPVC LINE.<br />
BACK FORMED OF SINGLE<br />
SHEET 10 GA ALUMINUM,<br />
TACK WELD TO TOP AND<br />
SIDES AS REQUIRED<br />
TOP AND SIDES FORMED<br />
OF SINGLE SHEET 10 GA<br />
ALUMINUM<br />
2’-0"<br />
150m m<br />
3"<br />
MIN<br />
NOTES:<br />
PVC AND CPVC PIPE<br />
1. ALL EXPOSED EDGES TO BE GROUND SMOOTH AND BURR FREE.<br />
13mm TYPE V303<br />
13mm TAP, DOUBLE STRAP<br />
SADDLE<br />
20mm TYPE V330<br />
SOLVENT WELD REDUCING<br />
TEE WITH SOLVENT WELD<br />
BY FEMALE NPT BUSHING<br />
RAINHOOD<br />
INSTRUMENT ENCLOSURE<br />
150mm<br />
2. MOUNT RAINHOOD BETWEEN INSTRUMENT AND MOUNTING BRACKET. DRILL HOLES IN RAINHOOD AS PER<br />
MOUNTING HOLES FOR INSTRUMENT, SEE<br />
13383A<br />
NTS<br />
2’-0"<br />
150mm 150mm<br />
INSTRUMENT OR<br />
SMALL PANEL<br />
RAINHOOD INSTALLATION<br />
40m m<br />
ROUND EDGES<br />
AND CORNERS<br />
13383B<br />
INSTRUMENT/HOOD SUPPORT<br />
ANGLE OR UNISTRUT (SHOWN)<br />
AS APPLICABLE<br />
INSTRUMENT MOUNTING<br />
FOOT<br />
10mm SST STUD BOLT WITH SST<br />
NUTS AND WASHERS<br />
(TYPICAL OF 4)<br />
50mm<br />
NOTE:<br />
13mm TYPE V303<br />
13mm TYPE V303<br />
NTS<br />
20mm SCHED 80<br />
CPVC PIPE<br />
1. PROVIDE CPVC VALVE ON CPVC LINE.<br />
FLOOR SLAB<br />
NTS<br />
STEEL AND SST PIPE 3 1/2" AND SMALLER<br />
FRP PIPE<br />
7mm<br />
STEEL AND SST PIPE 4" AND LARGER<br />
4’-6"<br />
FRP TEE<br />
WALL MOUNTED PANEL OR<br />
INSTRUMENT INSTALLATION<br />
13mm SST PIPE<br />
SCREWED TEE WITH BUSHING<br />
SAME MATERIAL AS PIPE<br />
13mm SST PIPE<br />
13mm THREADOLET<br />
SAME MATERIAL AS PIPE<br />
20mm TYPE V330<br />
CPVC BLIND FLANGE<br />
DRILL AND TAP FOR<br />
20mm NPT CONNECTION<br />
13305B<br />
SECURE TO WALL WITH<br />
(4) 13mm SST CONCRETE<br />
ANCHORS<br />
13388<br />
000-N-0012<br />
FILENAME: 000-N-0012_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:21:28 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
INSTRUMENTATION<br />
MB<br />
W WJ<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
INSTALLATION DETAILS (1)<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
W WJ<br />
W WJ<br />
RC<br />
W WJ<br />
2012/07/27<br />
424251<br />
61of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
A<br />
B<br />
C<br />
D<br />
CONDUIT TO<br />
MONITOR/<br />
DISPLAY UNIT/<br />
PLC<br />
SECURE TO<br />
WALL WITH<br />
2-10mm SST<br />
CONCRETE<br />
ANCHORS,<br />
TYPICAL<br />
NOTES:<br />
AIT<br />
GAS TRANSMITTER<br />
ASSEMBLY<br />
1. COMPONENTS DESIGNATED BY ( ) ARE SUPPLIED BY THE INSTRUMENT MANUFACTURER.<br />
2. CALIBRATION GAS TUBING FROM SENSOR SHROUD TO BARBED CONNECTOR ON WALL NEAR FLOOR. STRAP<br />
TO CEILING AND WALL WITH SS FASTENERS.<br />
3. INSTALL GAS TRANSITTER 1400mm ABOVE FINISHED FLOOR.<br />
4.<br />
CONDUIT MOUNTED GAS SENSOR INSTALLATION<br />
NTS<br />
CEILING<br />
SENSOR CABLE<br />
CONDUIT (AND CABLE) ENTRY CONNECTION TO THE INSTRUMENT SHALL BE 1000mm (3FT) FLEXIBLE, THE<br />
BALANCE IN RIGID CONDUIT.<br />
TABLE 1<br />
GAS SENSOR ELEMENT DISTANCE ’B’ BELOW CEILING<br />
METHANE<br />
HYDROGEN SULFIDE<br />
OXYGEN<br />
50mm<br />
SCHED 40<br />
AL PIPE<br />
SECURE TO<br />
WALL WIT<br />
(4) 13mm SST<br />
CONCRETE<br />
ANCHORS<br />
NOTES:<br />
50mm<br />
SCHED 40<br />
AL PIPE<br />
NTS<br />
CARBON MONOXIDE<br />
1 2 3 4 5 6<br />
5"<br />
G<br />
1’-0"<br />
7mm<br />
300<br />
CONDUIT STRAPS,<br />
SECURE TO WALL WITH<br />
10mm CONCRETE<br />
ANCHORS, TYPICAL<br />
AE<br />
GAS SENSOR ELEMENT<br />
SENSOR MONITORING HEIGHT<br />
SEE NOTE 3<br />
SEE NOTE 2<br />
FLOOR<br />
DISTANCE ’A’ ABOVE FLOOR<br />
CARBON DIOXIDE 300<br />
7mm<br />
WELDED AL<br />
END CAP<br />
SINGLE PIPE MOUNT<br />
DUAL PIPE MOUNT<br />
PL 8mm x 200mm x 200mm AL,<br />
TYPICAL<br />
TYP<br />
TYP<br />
150mm<br />
1’-6"<br />
150mm<br />
1. ALTERNATIVELY, SINGLE PIPE WALL MOUNT BRACKET SHALL BE O’BRIEN MODEL WE16M WITH<br />
9 MIL ARC SPRAY ZINC METALLIZED COATING; OR EQUAL.<br />
2. ALTERNATIVELY, DUAL PIPE WALL BRACKET SHALL BE O’BRIEN MODEL WTM-AT3M WALL<br />
BRACKET WITH MODEL S24M AND A8M (2) ACCESSORIES, ALL WITH 9 MIL ARC SPRAY ZINC<br />
METALLIZED COATING; OR EQUAL.<br />
3. INSTALL MOUNTING BRACKET SUCH THAT CENTERLINE OF INSTRUMENT OR DEVICE<br />
SUPPORTED IS APPROXIMATELY 4’-6" ABOVE FLOOR.<br />
4. PAINT ALUMINUM IN CONTACT WITH CONCRETE ACCORDING TO SPECIFICATIONS FOR PAINTING.<br />
WALL MOUNTED INSTRUMENT PIPE STANDS 13400<br />
FLOOR MOUNTED INSTRUMENT PIPE STANDS<br />
FLEXIBLE SEGMENT<br />
SEE NOTE 4<br />
300<br />
1500<br />
1500<br />
150m m<br />
13960A<br />
DISTANCE ’B’<br />
DISTANCE ’A’<br />
1’-0"<br />
WELDED<br />
AL END<br />
4’-4"<br />
7mm<br />
3’-0"<br />
G<br />
SINGLE PIPE MOUNT<br />
NOTES:<br />
NTS<br />
3/16<br />
3’-8"<br />
7mm<br />
3’-0"<br />
G<br />
1’-6"<br />
DUAL PIPE MOUNT<br />
1. ALTERNATIVELY, STANCHION SUPPORT SHALL BE O’BRIEN MODEL FP52 WITH 9 MIL ARC SPRAY ZINC METALLIZED<br />
COATING; OR EQUAL.<br />
2. ALTERNATIVELY, DUAL SUPPORT SHALL BE O’BRIEN MODEL FP40 STANCHION WITH MODEL AFM, S24M AND A8M (2)<br />
ACCESSORIES, ALL WITH 9 MIL ARC SPRAY ZINC METALLIZED COATING; OR EQUAL.<br />
3. PAINT ALUMINUM IN CONTACT WITH CONCRETE ACCORDING TO SPECIFICATIONS FOR PAINTING.<br />
CONDUIT TO MONITOR/<br />
DISPLAY UNIT/PLC<br />
SECURE TO WALL WITH<br />
2-10mm SST CONCRETE<br />
ANCHORS, TYPICAL<br />
AIT<br />
NOTES:<br />
PL 8mm x 300mm x 150mm AL,<br />
OR O’BRIEN MODEL 2F86<br />
WITH SST FASTENERS<br />
(TYPICAL)<br />
TYPICAL<br />
INSTRUMENT<br />
MOUNTING<br />
ACCESSORY<br />
SST U-BOLTS<br />
WITH NUTS AND<br />
WASHERS<br />
50mm SCHED 40<br />
AL PIPE,<br />
SEE NOTE 1<br />
80mm x 50mm AL<br />
REDUCER<br />
80mm SCHED 40<br />
AL PIPE<br />
PL 25mm x 250mm x 250mm AL<br />
25mm NONSHRINK GROUT<br />
SECURE TO WALL WITH (4)<br />
13mm SST CONCRETE<br />
ANCHORS<br />
1. COMPONENTS DESIGNATED BY ( ) ARE SUPPLIED BY THE INSTRUMENT MANUFACTURER.<br />
9"<br />
7mm<br />
7mm<br />
3/16<br />
50mm SCHED 40<br />
AL PIPE,<br />
SEE NOTE 2<br />
80mm x 50mm AL<br />
REDUCER<br />
80mm SCHED 40<br />
AL PIPE<br />
13401<br />
2. CALIBRATION GAS TUBING FROM SENSOR SHROUD TO BARBED CONNECTOR ON WALL NEAR FLOOR. STRAP<br />
TO CEILING AND WALL WITH SS FASTENERS.<br />
3.<br />
4.<br />
GAS TRANSMITTER<br />
ASSEMBLY<br />
NTS<br />
GG<br />
SENSOR CABLE<br />
SEE NOTE 4<br />
DUCT MOUNTED GAS SENSOR INSTALLATION<br />
1<br />
DUCT<br />
ROUND DUCT MOUNT<br />
CONDUIT STRAPS,<br />
SECURE TO WALL WITH<br />
10mm CONCRETE<br />
ANCHORS, TYPICAL<br />
FLEXIBLE SEGMENT<br />
SEE NOTE 3<br />
AE<br />
GAS SENSOR ELEMENT<br />
CONDUIT (AND CABLE) ENTRY CONNECTION TO THE INSTRUMENT SHALL BE 1000mm (3FT) FLEXIBLE, THE<br />
BALANCE IN RIGID CONDUIT.<br />
SQUARE/RECTANGULAR DUCTS: MOUNT AE DIRECTLY TO FLAT SURFACE OF DUCT.<br />
CUT OUT HOLE IN DUCT TO SUIT AE.<br />
ROUND DUCTS: PROVIDE A HORIZONTAL FLAT PLATE ON TOP OF DUCT FOR MOUNTING GAS SENSOR AE.<br />
PLATE TO BE 200mm WIDE x 375mm LONG. CUT OUT HOLE IN PLATE TO SUIT AE.<br />
5. PROVIDE A REMOVABLE ACCESS DOOR CENTRED AT AE. ACCESS DOOR HEIGHT: 250mm; WIDTH: 375mm.<br />
NTS<br />
1 SECTION<br />
NTS<br />
SEE NOTE 2<br />
MOUNTING PLATE. PROVIDE<br />
MINIMUM OFFSET FROM DUCT.<br />
REFER TO NOTE 4<br />
ACCESS DOOR<br />
SEE NOTE 5<br />
250<br />
13960B<br />
TYP<br />
PROCESS PIPE<br />
METERED PIPE (DIA.<br />
NOTES:<br />
10mm ALUMINUM MOUNTING PLATE.<br />
SIZE AS REQUIRED. STRUT<br />
MOUNT TO BUILDING STRUCTURE<br />
OR PEDESTAL AS REQUIRED<br />
PROVIDE CONDUIT AND CONDUCTOR.<br />
INSTALL MANUFATURER FURNISHED<br />
CONDUCTOR IN CONDUIT<br />
FLOW ELEMENT (FE)<br />
NTS<br />
13940<br />
FLOW INDICATING<br />
TRANSMITTER (FIT)<br />
4-20mA<br />
CONDUCTOR/<br />
CONDUIT<br />
LOCAL<br />
DISCONNECT<br />
SWITCH<br />
120V AC POWER<br />
CONDUCTOR/<br />
CONDUIT<br />
PROVIDE 13mm BRAIDED GROUND STRAPS.<br />
PROVIDE GROUNDING RINGS (BOTH<br />
ENDS) IF PIPE IS NON-CONDUCTIVE<br />
PROVIDE 13mm BRAIDED GROUND STRAP OR<br />
#2 BARE COPPER CONDUCTOR. CONNECT<br />
TO SYSTEM GROUND LOOP<br />
1. POWER SUPPLY TO TRANSMITTER AND ELEMENT TO BE FROM SAME SOURCE WITH RESPECT TO<br />
VOLTAGE, FREQUENCY AND PHASE.<br />
2. PROVIDE A MINIMUM OF (5) UPSTREAM AND (3) DOWNSTREAM CLEAR METERED PIPE DIAMETERS<br />
FROM FLOW ELEMENT TO NEAREST FITTINGS SUCH AS REDUCERS, VALVES, ETC.<br />
3. INSTALL REDUCERS AND ENLARGERS AS NEEDED TO ACCOMODATE DIAMETER DIFFERENCES<br />
BETWEEN THE METERED PIPE AND THE PROCESS PIPE.<br />
MAGMETER INSTALLATION<br />
S<br />
000-N-0013<br />
FILENAME: 000-N-0013_424251.dgn PLOT DATE: 2012\07\25 PLOT TIME: 6:21:45 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
INSTRUMENTATION<br />
MB<br />
W WJ<br />
ISSUED FOR TENDER<br />
07/2012<br />
0<br />
PHASE I UPGRADES<br />
INSTALLATION DETAILS (2)<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
W WJ<br />
W WJ<br />
RC<br />
W WJ<br />
2012/07/27<br />
424251<br />
62of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER