NOTE: REFER TO DWG "E-CS 374 SPECIFICATIONS FOR CONCRETE ENCASED P.V.C. DUCT STRUCTURES" FOR ALL NEW HYDRO DUCT INSTALLATIONS.
AutoCAD SHX Text
LONDON HYDRO DUCT REPAIR NOTE: 1.THE ORIGINAL 16-DUCT STRUCTURE FROM MH585 TO THE ORIGINAL 16-DUCT STRUCTURE FROM MH585 TO MH589 WAS CONTINUOUS BETWEEN THE TWO MANHOLES. 2.PREVIOUSLY, TWO OF THE DUCTS HAD BEEN REDIRECTED PREVIOUSLY, TWO OF THE DUCTS HAD BEEN REDIRECTED TO THE NOW REMOVED PADMOUNT TRANSFORMER TE 4852. 3.AT THE LOCATION WHERE THE TWO DUCTS HAVE BEEN AT THE LOCATION WHERE THE TWO DUCTS HAVE BEEN REDIRECTED, THE CONTRACTOR SHALL EXPOSE AND REMOVE THE CONCRETE ENVELOPE AROUND THE TWO DUCTS AND RECONNECT THE NORTH-SOUTH DUCTS PER THE ORGINAL STATE. 4.MH585 REQUIRES REMOVAL OF THE GROUTING ON THE MH585 REQUIRES REMOVAL OF THE GROUTING ON THE TWO DUCTS WHICH ARE BEING RECONNECTED.
AutoCAD SHX Text
1.5 ASPHALT SW
AutoCAD SHX Text
1.5 TEMPORARY ASPHALT SW
AutoCAD SHX Text
90% DESIGN SUBMISSION
AutoCAD SHX Text
2018-02-01
AutoCAD SHX Text
IBI GROUP
AutoCAD SHX Text
2
AutoCAD SHX Text
SANITARY PDC NOTES: 1.EXISTING SAN PDC's ON THE WEST SIDE OF TALBOT ST EXISTING SAN PDC's ON THE WEST SIDE OF TALBOT ST BETWEEN FULLARTON & DUFFERIN (100 FULLARTON SITE DEVELOPMENT) ARE TO BE CUT & CAPPED WITHIN THE LIMITS OF THE WATERMAIN TRENCH.
AutoCAD SHX Text
ISSUED FOR ECA SUBMISSION
AutoCAD SHX Text
2018-02-13
AutoCAD SHX Text
IBI GROUP
AutoCAD SHX Text
3
AutoCAD SHX Text
200 PVC WATER SERVICE TO BE COORDINATED WITH PLANNED DEVELOPMENT
AutoCAD SHX Text
200 PVC WATER SERVICE TO BE COORDINATED WITH PLANNED DEVELOPMENT
AutoCAD SHX Text
CICB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
45° BENDS
AutoCAD SHX Text
300x200 REDUCER
AutoCAD SHX Text
STMH
AutoCAD SHX Text
300x200 TEE
AutoCAD SHX Text
300x150 TEE
AutoCAD SHX Text
300x200 TEE
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
BH-101
AutoCAD SHX Text
BH-102
AutoCAD SHX Text
R=7.5
AutoCAD SHX Text
EX 12-100mm DUCTS 4-127mm DUCTS
AutoCAD SHX Text
INSTALL NEW UNDERGROUND 8-100mm HYDRO DUCT STRUCTURE CONNECTING MH585 AND MH589
AutoCAD SHX Text
R=7.5
AutoCAD SHX Text
INSTALL HYDRO UV-200 MH1270 (SEE DWG E-CS 427 SHEET 3) 8-DUCT STRUCTURES E&W TO TIE-IN TO EXISTING DUCT, MAINTAIN BY-PASS STRUCTURE
AutoCAD SHX Text
INSTALL NEW UNDERGROUND 12-100mm HYDRO DUCT STRUCTURE.
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
CONNECT TO EXISTING 200 PVC WM. RESTRAIN PER COL STANDARDS.
AutoCAD SHX Text
REPLACE 150 DI WATER SERVICE WITH 150 PVC. RESTRAIN PER COL STANDARDS
AutoCAD SHX Text
FH
AutoCAD SHX Text
WV
AutoCAD SHX Text
300x200 TEE
AutoCAD SHX Text
150 PVC WM
AutoCAD SHX Text
581
AutoCAD SHX Text
195
AutoCAD SHX Text
585
AutoCAD SHX Text
589
AutoCAD SHX Text
TE 4852 (REMOVED BY OTHERS)
AutoCAD SHX Text
MN 120
AutoCAD SHX Text
MN 501
AutoCAD SHX Text
MN 500
AutoCAD SHX Text
MN 490
AutoCAD SHX Text
MN 140
AutoCAD SHX Text
T/SLOPE
AutoCAD SHX Text
B/SLOPE
AutoCAD SHX Text
GARDEN
AutoCAD SHX Text
GARDEN
AutoCAD SHX Text
GARDEN
AutoCAD SHX Text
55.9-375 SA
AutoCAD SHX Text
76.4-250 SA-0.58%%%
AutoCAD SHX Text
52.4-375 SA-0.55%%%
AutoCAD SHX Text
61.0-375 SA-0.55%%%
AutoCAD SHX Text
84.4-750 ST-0.75%%%
AutoCAD SHX Text
40.3-750 ST-1.04%%%
AutoCAD SHX Text
78.4-900 ST-0.95%%%
AutoCAD SHX Text
LHMH
AutoCAD SHX Text
50 GM
AutoCAD SHX Text
200 PVC WM
AutoCAD SHX Text
150 CI WM
AutoCAD SHX Text
50 CI WM
AutoCAD SHX Text
CONC CURB
AutoCAD SHX Text
CONC CURB
AutoCAD SHX Text
ASPHALT PARKING LOT
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
80.1-300 ST
AutoCAD SHX Text
101.1-250 SA
AutoCAD SHX Text
200 DI WM
AutoCAD SHX Text
16.0-750 ST-1.42%%%
AutoCAD SHX Text
LHUC
AutoCAD SHX Text
100 WM (ABAND)
AutoCAD SHX Text
15.9-375 SA-0.63%%%
AutoCAD SHX Text
375 SA (ABAND)
AutoCAD SHX Text
375 SA (ABAND)
AutoCAD SHX Text
BT/TVUC
AutoCAD SHX Text
300 ST
AutoCAD SHX Text
300 ST
AutoCAD SHX Text
200 SA
AutoCAD SHX Text
150 SA
AutoCAD SHX Text
7.2-750 ST-1.10%
AutoCAD SHX Text
4.2-375 SA-0.65%
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
EX. CONC SW
AutoCAD SHX Text
EX. CONC SW
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
BRICK DRIVE
AutoCAD SHX Text
EX. CONC SW
AutoCAD SHX Text
EX. CONC SW
AutoCAD SHX Text
METAL GRATES
AutoCAD SHX Text
METAL GRATE
AutoCAD SHX Text
BT/TVUC
AutoCAD SHX Text
LHUC
AutoCAD SHX Text
BT/TVUC
AutoCAD SHX Text
LHUC
AutoCAD SHX Text
LHUC
AutoCAD SHX Text
LHUC
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
BT/TVUC
AutoCAD SHX Text
50 GM
AutoCAD SHX Text
100 GM
AutoCAD SHX Text
LHUC
AutoCAD SHX Text
50 GM
AutoCAD SHX Text
LHUC
AutoCAD SHX Text
LHUC
AutoCAD SHX Text
50 GM
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
100 GM
AutoCAD SHX Text
100 GM
AutoCAD SHX Text
BTUC
AutoCAD SHX Text
LHUC
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
LHUC
AutoCAD SHX Text
LHUC
AutoCAD SHX Text
LHUC
AutoCAD SHX Text
LHUC
AutoCAD SHX Text
BT/TVUC
AutoCAD SHX Text
200 PVC WM
AutoCAD SHX Text
EX 12-100mm DUCTS 4-127mm DUCTS
AutoCAD SHX Text
EXISTING LHUC DUCT TO BE REPAIRED. SEE DUCT REPAIR NOTES 1, 2, & 3.
AutoCAD SHX Text
15.5m-300 STM - 1.0% TO BE COORDINATED WITH PLANNED DEVELOPMENT
AutoCAD SHX Text
SAN INSPECTION MH TO BE COORDINATED WITH PLANNED DEVELOPMENT
AutoCAD SHX Text
5.1m-200 SAN-2.0% TO BE COORDINATED WITH PLANNED DEVELOPMENT
AutoCAD SHX Text
200 PVC WATER SERVICE TO BE COORDINATED WITH PLANNED DEVELOPMENT
AutoCAD SHX Text
ALL SANITARY PDC'S ON TALBOT STREET BETWEEN FULLARTON AND KENT (WEST SIDE) TO BE LOCATED, CUT AND CAPPED AT THE PROPERTY LINE AS PART OF SITE PLAN DEVELOPMENT