Drawings - Peak Engineering and Construction Ltd
Drawings - Peak Engineering and Construction Ltd
Drawings - Peak Engineering and Construction Ltd
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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
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