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23 RO SIX MILE COULEE 48TH AVENUE PLAN ENVIRONMENTAL RESERVE EASEMENT N.W. 1/4 SEC ARBOUR R I DG E GR E E N ARBOUR R I DGE GREEN ARBOUR WAY ARBOUR LANE ARBOUR RIDGE DRIVE ARBOUR BLVD. R I DGE GREEN SIX MILE COULEE NOTES This is a copyright drawing and shall not be reproduced in any form without written permission of the engineer ROAD PLAN 7541 J.K. ARBOUR RIDGE DRIVE R/W PLAN R.W. 428 A R BO UR Contractor to check and verify all dimensions before construction, any errors and omissions shall be reported to the engineer immediately Drawing shall not be used for construction until approved Do not scale the drawing All construction shall be in accordance with the latest codes, may it be construction, mechanical, etc LEGEND RESIDENTIAL AREA (.135 CTARES PER LOT) ENVIRONMENTAL RESERVE MUNICIPAL RESERVE MAIN ROADS R/W (20.0m OR 16.5m WIDTHS) TABLE 2: LAND USE PREDICTIONS GROSS AREA ENVIRONMENT RESERVE CTARES PERCENT % 36.4 S.W. 1/4 SEC STORM DRAINAGE/RETENTION PONDS UTILITY EASEMENTS/PUL EASEMENT GROSS DEVELOPABLE AREA GROSS DEVELOPABLE AREA ROADS & WALKWAYS TOTAL ERED FILL WALKWAY PATH S.E. 1/4 SEC MUNICIPAL RESERVE UTILITIES/STORM PONDS NET DEVELOPABLE AREA NET DEVELOPABLE AREA TOTAL LOW DENSITY RESIDENTIAL TOTAL ARBOUR RIDGE GREEN Hasegawa Engineering Consulting Professional Engineers Street North Lethbridge, Alberta T1H 5J8 Ph: Fax: hasgm@telusplanet.net ARBOUR CT. TRIANGLE THREE DEVELOPMENTS ARBOUR TERRACE ARBOUR RIDGE ESTATES LAYOUT PLAN WET POND 2.72ac. LAND USE PLAN PARKLAND 1.99ac. # REVISION DATE BY ARBOUR SPRING RD. MDO AS SHOWN SCALE=1:5000 SEPT. 17, 2009 FIGURE 4
24 RO SIX MILE COULEE 48TH AVENUE PLAN ENVIRONMENTAL RESERVE EASEMENT N.W. 1/4 SEC A 2 3 SIX MILE COULEE NOTES This is a copyright drawing and shall not be reproduced in any form without written permission of the engineer Contractor to check and verify all dimensions before construction, any errors and omissions shall be reported to the engineer immediately ROAD PLAN 7541 J.K. R/W PLAN R.W. 428 Drawing shall not be used for construction until approved Do not scale the drawing All construction shall be in accordance with the latest codes, may it be construction, mechanical, etc 1 = PHASE 1 4 S.W. 1/4 SEC Hasegawa Engineering Consulting Professional Engineers Street North Lethbridge, Alberta T1H 5J8 Ph: Fax: hasgm@telusplanet.net TRIANGLE THREE RED FILL S.E. 1/4 SEC ARBOUR RIDGE SUBDIVISION 3 PHASING PLAN SCALE=1:5000 NO CONNECTION TO 60TH AVE. TEMPORARY EMERGENCY ACCESS ONLY 5 # REVISION DATE BY MDO SEPT. 17, NTS FIGURE 5
25 RO SIX MILE COULEE 48TH AVENUE PLAN ENVIRONMENTAL RESERVE EASEMENT EXISTING INV. = RIM=911.0 INV=908.1 N.W. 1/4 SEC FORCEMAIN TO CITY SEWER GENERATOR BUILDING SANITARY LIFT STATION #1 RIM=910.9 INV=903.5 RIM=912.7 INV=908.0 RIM=910.8 INV=907.5 RIM=912.0 INV=909.0 SIX MILE COULEE NOTES This is a copyright drawing and shall not be reproduced in any form without written permission of the engineer RIM=909.0 INV=906.2 RIM=911.8 INV=907.8 Contractor to check and verify all dimensions before construction, any errors and omissions shall be reported to the engineer immediately ROAD PLAN 7541 J.K. LIFT STATION ELEV. DEPTH OF COVER GROUND INV. FROM SOUTHRIDGE & S m INV. FROM ARBOUR (TRIANGLE 3) m RIM=908.3 INV=905.0 R/W PLAN R.W. 428 JUBBER FORCEMAIN TIE IN RIM=910.8 INV.=907.9 S.W. 1/4 SEC Drawing shall not be used for construction until approved Do not scale the drawing All construction shall be in accordance with the latest codes, may it be construction, mechanical, etc Hasegawa Engineering Consulting Professional Engineers Street North Lethbridge, Alberta T1H 5J8 Ph: Fax: hasgm@telusplanet.net TRIANGLE THREE DEVELOPMENTS NEERED FILL S.E. 1/4 SEC GROUND INV. SOUTH FORCEMAIN ELEV. DEPTH OF COVER RIM=908.2 INV=904.6 ARBOUR RIDGE ESTATES OUTLINE PLAN LEGEND PROPOSED SANITARY SEWER LAYOUT - SEWAGE DRAINAGE AREA - NUMBER OF LOTS -SEWAGE DRAINAGE AREA BORDER -LIFT STATION 1 AREA -LIFT STATION 2 AREA RIM=910.5 INV=908.0 # REVISION DATE BY MDO SCALE=1:5000 SEPT. 17, 2009 AS SHOWN FIGURE 6
26 RO SIX MILE COULEE 48TH AVENUE PLAN ENVIRONMENTAL RESERVE EASEMENT ACTUAL POSITION OF T WATERLINE IN T COULEE WILL VARY DEPENDING ON COULEE SLOPE N.W. 1/4 SEC TWIN 250mm WATERLINES FROM CITY 200mm MAINS TO FIRST INTERSECTIONS 200mm MAIN SIX MILE COULEE NOTES This is a copyright drawing and shall not be reproduced in any form without written permission of the engineer Contractor to check and verify all dimensions before construction, any errors and omissions shall be reported to the engineer immediately ROAD PLAN 7541 J.K. R/W PLAN R.W. 428 Drawing shall not be used for construction until approved Do not scale the drawing All construction shall be in accordance with the latest codes, may it be construction, mechanical, etc S.W. 1/4 SEC Hasegawa Engineering Consulting Professional Engineers Street North Lethbridge, Alberta T1H 5J8 Ph: Fax: hasgm@telusplanet.net 200mm MAIN TRIANGLE THREE DEVELOPMENTS ENGINEERED FILL? S.E. 1/4 SEC ARBOUR RIDGE ESTATES OUTLINE PLAN NOTE: 1) PRELIMINARY LINE SIZES BASED ON PEAK FLOWS FF-75L/SEC. 2) PEAK DEMAND FLOW - 22L/SEC. PROPOSED WATER SYSTEM LAYOUT # REVISION DATE BY SCALE=1:5000 MDO SEPT. 17, AS SHOWN FIGURE 7
27 48TH AVENUE COULEE PLAN ENVIRONMENTAL RESERVE EASEMENT N.W. 1/4 SEC mm 750mm 600mm 675mm 600mm 600mm AREA 5 SIX MILE COULEE NOTES This is a copyright drawing and shall not be reproduced in any form without written permission of the engineer ROAD PLAN 7541 J.K. 750mm WET POND AREA TO TOP OF FREEBOARD AREA AREA Ha. 1 47, , , , , , , , , TOTAL 525, PEAK 100 yr N/A R/W PLAN R.W mm OFFSITE DRAINAGE DIVERSION S.W. 1/4 SEC Contractor to check and verify all dimensions before construction, any errors and omissions shall be reported to the engineer immediately Drawing shall not be used for construction until approved Do not scale the drawing All construction shall be in accordance with the latest codes, may it be construction, mechanical, etc Hasegawa Engineering Consulting Professional Engineers Street North Lethbridge, Alberta T1H 5J8 Ph: Fax: hasgm@telusplanet.net E ENGINEERED FILL A? TRIANGLE THREE DEVELOPMENTS S.E. 1/4 SEC mm 200mm IRRIGATION LINE TO FILL POND ARBOUR RIDGE ESTATES OUTLINE PLAN NOTE: 1) STORMDRAIN PIPE SIZED TO COLLECT 1:5 YEAR 4 HOUR RAIN EVENT 2) 1:100 YEAR EVENT TO FOLLOW OVERLAND FLOW WET POND AREA TO TOP 3) PEAK DISCHARGE FROM DEVELOPMENT NOT TO EXCEED 6.25L/sec./hec. OF FRETBOARD AREA 450mm PROPOSED STORM DRAINAGE LAYOUT # REVISION DATE BY MDO SCALE=1:5000 CONNECTION TO SMRID IRRIGATION DITCH SEPT. 17, 2009 AS SHOWN FIGURE 8
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