site plan -01 - summerland
TRANSCRIPT
DISTRICT OF SUMMERLANDSUMMERLAND SANITARY LANDFILL
KEY PLAN
LOCATION PLANNTS
VANCOUVER
C O L U M B I A
PORT McNEILL
CAMPBELL RIVER
PRINCE RUPERT
B R I T I S H
KELOWNA
VERNON
KAMLOOPS
U.S.A.CANADA
HOPE
REVELSTOKE
PRINCE GEORGE
VICTORIA
1
1
1
1
1
5
97
97
99
12
99
5A
5A97
97
95
5
3
3
3
33
6
6
97
97
97
37
37
37
16
16
5
CACHE CREEK
LILLOOET
1
1
1
1KAMLOOPS
KELOWNA
VERNON
MERRITT
5
97
5
97C
SALMONARM
97
99
PENTICTON
97
PRINCETON
KEREMEOS
PROJECT SITE
OSOYOOS
CANADA
USA
3
389-043-00
DRAWING NO.
DRAWING LIST
TITLE
389-043-01
389-043-02
97
3
SCALE = 1:5000
LOCATION PLAN, KEY PLAN & DRAWING LIST
PROPOSED SCALE, RECYCLING & ENTRANCE AREA SITE PLAN
SUMMERLAND
SCALE INSTALLATION AND ENTRANCE UPGRADESTRUE PROJECT No. 389-043
NRFP - 2019-03
250 5000 750
PROJECT SITE
TO S
UM
MER
LAN
D
PROPOSED SCALE & RECYCLING AREA DETAIL
389-043-03
389-043-04
389-043-S1
EARTHWORKS
UTILITY DRAWINGS
WEIGH SCALE - FOUNDATION PLAN SECTIONS & DETAILS
389-043-S2 WEIGH SCALE - GENERAL NOTES SH.1
389-043-E1 OVERALL SITE PLAN, TRENCH SECTIONS
389-043-E2 PARTIAL SITE PLAN, DETAILS
389-043-E3 PARTIAL SITE PLAN, DISTRIBUTION DETAILS
389-043-E4 OUTLINE SPECIFICATION
641.00
642.00
643.00
641.50
640.50
640.00
642.50
643.50
644.00
644.50
645.00
647.00
646.50
646.50 645.50
647.00
647.50
648.00 648.50
649.00
650.00
649.00
651.00
659.00
658.00
645.00647.
00
649.
00
651.
00
644.
00
643.
00
648.
00
646.
00
652.00
653.00
654.00
655.00
201 - 2079 Falcon Road ■ Kamloops BC ■ V2C 4J2tel 250.828.0881 ■ fax 250.828.0717
FILE
: r:\c
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8-19
CONSULTANT SEAL
SCALE
DRAWING No.
ISSUES / REVISIONS
PROJECT REFERENCE No.
DATE
DRAWN BY
DESIGN BY
DATENo. DESCRIPTION APP'DBY
SHEET
ISSUE/REV.
SANITARY LANDFILLSCALE INSTALLATION
AND ENTRANCEUPGRADES
PROPOSED SCALE& RECYCLING
AREA SITE PLAN
SU
DF
AUGUST 2018
389-043
389-043012 OF 11
8
LEGENDEXISTING PROPOSED
TEST PIT
IRON PIN
SURVEY CONTROL
DESCRIPTION
POWER
TEL
CABLE
STREET LIGHT
GAS
POWER POLE
LAMP STANDARD
LIGHT POST
POLE ANCHOR
JUNCTION BOX
SANITARY MAIN
SANITARY FORCEMAIN
SANITARY MANHOLE
CLEANOUT
LIFT STATION
SEPTIC TANK
STORM MAIN
STORM DITCH
CULVERT
STORM MANHOLE
CATCHBASIN
STORM DRYWELL
WATER MAIN
WATER SERVICE
CURB STOP
VALVE
STANDPIPE
HYDRANT
AIR RELEASE VALVE
REDUCER
SPRINKLER
IRRIGATION BOX
END CAP
0 101:200
1 MAR11/19
ISSUED FOR REVIEW DF NA
PROPOSED SCALE
EXISTING PROPERTYLINE (TYP.)
EXISTING OVERHEADPOWER LINE (TYP.)
EXISTING EDGE OFASPHALT (TYP.)
PROPOSED CONCRETE NO-POSTBARRIERS CRB-690 (TYP.)
RECYCLING AREA
EXISTING SCALE
PROPOSED TRAFFIC SIGNAL(SEE ELECTRICAL DWGS)
PROPOSED ASPHALT
PROPOSED LANDSCAPED AREA c/wREGRADING FOR IMPROVED SIGHTLINES (TYP.)
PROPOSED SECURITY CAMERAS INSTALLED ONEXISTING UTILITY POLE c/w ELECTRICAL CONNECTION(CAMERAS TO BE SUPPLIED BY DISTRICT)
FOR PROPOSED SECURITYCAMERA INSTALLATION
PROPOSED SECURITY CAMERAINSTALLED ON EXISTING UTILITY POLEc/w ELECTRICAL CONNECTION (CAMERATO BE SUPPLIED BY DISTRICT)
TOP OF 2:1 CUT SLOPE (TYP.)HAZARDOUS
WASTE DISPOSAL
PROPOSED SECURITY CAMERA INSTALLED ONEXISTING UTILITY POLE c/w ELECTRICAL
CONNECTION (CAMERAS SUPPLIED BY DISTRICT)
BATHVILLE ROAD
SEE DETAIL 'A'
PROPOSED SECURITY CAMERA INSTALLATION
DETAIL 'A'
SCALE=1:200
BATHVIL
LE R
OADEXISTING FENCE
PROPOSED CONCRETE NO-POSTBARRIERS CRB-690 (TYP.)
PROPOSED 1.5mx0.75m BENCH BLOCK(SEE DETAIL ON 389-043-03)
PROPOSED GRAVEL
PROPOSED GRAVEL
PROPOSED CONCRETE NO-POSTBARRIERS CRB-690 (TYP.)
BA
THVI
LLE
RO
AD
PROPOSED 2.13mCHAINLINK ROLLINGGATES. ROLLING PORTIONON BATHVILLE SIDE (TYP.)
EXISTING CHAINLINK FENCE (TYP.)
EXTENTS OF ASPHALT SAW CUT
EXISTING SCALE HOUSE TO BE REMOVED & DISPOSED OF. CONTRACTORTO REGRADE & FIELD FIT ALONG SOUTH PORTION OF EXISTING SCALE
WITH MAX 2:1 SLOPE. FIELD FIT SEVEN NO POSTS ALONG TOP OF SLOPE
GRADE BREAK
GR
AD
E B
RE
AK
2m GRAVEL SHOULDER
GRADE BREAK
PROPOSED TRAFFIC PAINT LINE (TYP.)
PROPOSED EARTHWORKS EXTENTS
PROPOSED EARTHWORKS EXTENTS WATER HOLDING TANKSEE SECTION 'B' - DRAWING 389-043-03
EXISTING WEIGH SCALE
BA
THV
ILLE
RO
AD
EXISTING BERM
PROPOSED
ENTRY AREA
PROPOSEDRECYCLING AREA
3D MODEL - PROPOSED SITEVIEW TO NORTH EAST - NOT TO SCALE
PROPOSED WEIGH SCALE LOCATION
TRANSFER STATION
2 MAR12/19
RE-ISSUED FOR REVIEW DF NA
MEGA BAGS
GLASS
E-WASTE
ELECTRONICS
3 JULY16/19
RE-ISSUED FOR REVIEW DF NA
PROPOSED STEELSWING GATE (TYP.)
SANITARY HOLDING TANKSEE SECTION 'B' - DRAWING 389-043-03
CLEAR, GRUB & FIELD FITPROPOSED ROLLING GATE
BATHVILLE ROAD CENTERLINECOMPLETED BY OTHERS
PROPOSEDCHAINLINK FENCE
FUTURE
BAILER
EXISTING FENCE TO BE REMOVED(TIE-IN SEACAN WITH FENCE LINE)
PROPOSED PROPANE AREA c/wPERIMETER FENCE & SWING GATE(OPTION TO RE-USE EXISTINGPROPANE CAGE FENCING)
STAIRSPROPOSED CHAINLINK FENCE
PROPOSED LANE USE SIGN (CUSTOM)(SEE DETAIL "2" DWG 389-043-04)
4 AUG15/19
RE-ISSUED FOR REVIEW DF NA
RE-LOCATE EXISTING LOCKBLOCKS & ALIGN TO BUILDING CORNER
PROPOSED LANDSCAPEDAREA (TYP.)
PROPOSED "STOP" SIGN, 4-WAYSIGN (R-IT4) & CUSTOM "DO NOTPROCEED ON RED LIGHT" SIGN.
PROPOSED "STOP" &4-WAY SIGN (R-IT4)
PROPOSED 3.66mCHAINLINK SWING GATES
PROPOSED 1.8m CHAIN LINK FENCE
PLACE USED OIL SHIPPING CONTAINER ONPAVERS OR APPROVED DUNNAGE. ENSURE 2%SLOPE TO REAR. (CONTAINER SUPPLIED BYOTHERS c/w REMOVAL OF EXISTING FENCE).
PROPOSED "STOP" SIGN
PROPOSED "DO NOT ENTER" SIGN (R9)
GR
AD
E B
RE
AK
EXISTING FENCE
PROPOSED CATCH BASIN 300Ø PVC STORM
PROPOSED SECURITY CAMERA INSTALLED IN BUILDING(CAMERA SUPPLIED BY DISTRICT)
5 AUG19/19
RE-ISSUED FOR FINAL REVIEW DF NA
PROPOSED SECURITY CAMERA INSTALLATION
DETAIL 'B'
SCALE=1:500 FOR PROPOSED SECURITY
CAMERA INSTALLATION
SEE DETAIL 'B'
EXISTING FENCE
PROPOSED SECURITY CAMERAINSTALLED ON EXISTING UTILITY
POLE c/w ELECTRICAL CONNECTION(CAMERA SUPPLIED BY DISTRICT)
PROPOSED RAMP(GRADE = 20%)
PROPOSED FLASHINGSPEED LIMIT SIGN
(OPTIONAL)
PROPOSED 1.5m x 4m 100mm CONCRETE PAD
(CONTRACTOR TO FIELD FIT)
3.0m(MIN
.)
EXISTING CRB-690 NO POSTBARRIERS TO BE MOVED.
PROPOSED 1.8m CHAIN LINK FENCE
CARDBOARD
CONTAINER
PLACE 6" ANGULAR STONE AROUNDCATCH BASIN WITH REMAINING AREA
2" ANGULAR ROCK - MIN. 3" THICK
EXISTING POST TO BE REMOVED & DISPOSED
PROPOSED LOCK BLOCKRETAINING WALL c/w CUT SLOPE
TO FENCE LINE. (OPTIONAL)
BATHVILLE ROAD CENTERLINECOMPLETED BY OTHERS
ARMOUR OUTFALL c/w 6"ANGULAR ROCK (MIN. 1.5m x 3m)
PROPOSED ASPHALT LANETO RECYCLING AREA
6 SEPT04/19
RE-ISSUED FOR TENDER DF NA
PROPOSED BOLLARDS (TYP.)
DOUBLE CHAIN BARRICADE c/w CUSTOM SIGN "BULKIER ITEMS. PLEASE SEE ATTENDANT
FOR ASSISTANCE"
PROPOSED YELLOW STEEL SAFETY RAIL(MATCH EXISTING)
PROPOSED YELLOW STEEL SAFETY RAIL(MATCH EXISTING)
PROPOSED ELECTRICAL DISTRIBUTION(SEE ELECTRICAL DRAWINGS E1 TO E4)
PROPOSED ELECTRICAL DISTRIBUTION(SEE ELECTRICAL DRAWINGS E1 TO E4)
PROPOSED ELECTRICAL DISTRIBUTION(SEE ELECTRICAL DRAWINGS E1 TO E4)
PROPOSED ELECTRICALDISTRIBUTION
(SEE ELECTRICALDRAWINGS E1 TO E4)
7 SEPT11/19
ISSUED FOR NRFP DF NA
ROLLING GATE(SEE DRAWING389-043-04)
PROPOSED 2.13m CHAINLINKROLLING GATES. ROLLING PORTION
ON BATHVILLE SIDE (TYP.)
ASSUMED LOCATION OF EXISTING UNDERGROUNDSERVICE AS PER FALCON ENGINEERING DRAWINGS
(LOCATION NOT CONFIRMED BY TRUE CONSULTING)
ASSUMED LOCATION OF EXISTINGUNDERGROUND SERVICE AS PERFALCON ENGINEERING DRAWINGS (LOCATION NOT CONFIRMED BYTRUE CONSULTING)
PROPOSED CUSTOM SIGN SEE DETAIL "3" (DWG 389-043-04)
PROPOSED "DO NOT ENTER" SIGN (R9)
PROPOSED CUSTOM SIGN(SEE DETAIL "3" DWG 389-043-04)
EXISTING CONTOURINTERVAL=0.5m (TYP.)
EXISTING CONTOURINTERVAL=0.5m (TYP.)
DESIGN CONTOURINTERVAL=0.5m (TYP.)
PROPOSED CONTOURINTERVAL=0.5m (TYP.)
PROPOSED CUSTOM SIGN SEE DETAIL "1" (DWG 389-043-04)
8 SEPT24/19
RE-ISSUED FOR NRFP DF NA
4.0%
4.0%
9.8%
10.0%
5.4%
7.6%
7.4%
4.4%
1.0%
1.0%
3.8%
1.0%
4.3%
1.6%
647.00
646.50645.50
647.00
647.50
648.00
648.50
649.00
649.00
3.9%
4.3%
4.1%
3.9%
647.
06
646.
77
646.
93
646.
75
646.80
646.
80
646.
80
647.21
647.
35
646.
80
646.
80
645.
90
646.
25
646.
80
646.
8864
7.31
646.
62
647.
05
646.
80
646.
72
646.
62
647.
35
645.
48
13.7%
201 - 2079 Falcon Road ■ Kamloops BC ■ V2C 4J2tel 250.828.0881 ■ fax 250.828.0717
FILE
: r:\c
lient
s\30
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9\38
9\38
9-04
3\03
dra
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gs\c
ad\0
2 de
sign
dra
win
gs\d
n-38
9-04
3-re
v-20
19-0
8-19
CONSULTANT SEAL
SCALE
DRAWING No.
ISSUES / REVISIONS
PROJECT REFERENCE No.
DATE
DRAWN BY
DESIGN BY
DATENo. DESCRIPTION APP'DBY
SHEET
ISSUE/REV.
SANITARY LANDFILLSCALE INSTALLATION
AND ENTRANCEUPGRADES
PROPOSED SCALE& RECYCLING
AREA SITE PLAN
SU
DF
AUGUST 2018
389-043
389-043023 OF 11
8
LEGENDEXISTING PROPOSED
TEST PIT
IRON PIN
SURVEY CONTROL
DESCRIPTION
POWER
TEL
CABLE
STREET LIGHT
GAS
POWER POLE
LAMP STANDARD
LIGHT POST
POLE ANCHOR
JUNCTION BOX
SANITARY MAIN
SANITARY FORCEMAIN
SANITARY MANHOLE
CLEANOUT
LIFT STATION
SEPTIC TANK
STORM MAIN
STORM DITCH
CULVERT
STORM MANHOLE
CATCHBASIN
STORM DRYWELL
WATER MAIN
WATER SERVICE
CURB STOP
VALVE
STANDPIPE
HYDRANT
AIR RELEASE VALVE
REDUCER
SPRINKLER
IRRIGATION BOX
END CAP
1 MAR11/19
ISSUED FOR REVIEW DF NA
PROPOSED SCALE
EXISTING OVERHEADPOWER LINE (TYP.)
EXISTING EDGE OFASPHALT (TYP.)
PROPOSED CONCRETE NO-POSTBARRIERS CRB-690 (TYP.)
RECYCLING AREA
EXISTING SCALE
PROPOSED SCALE HOUSE c/w POTABLE WATERHOLDING TANK, GREY & BLACK WATER HOLDINGTANK BELOW GROUND. CONNECTION TO SCALEHOUSE c/w INSULATION & HEAT TRACE OF ALLABOVE GROUND WORKS (MAINTAIN 3m HORZ.SEPARATION BETWEEN WATER & SANITARY)
PROPOSED ASPHALT
PROPOSED LANDSCAPED AREAc/w REGRADING FOR IMPROVEDSIGHTLINES (TYP.)
PROPOSED ACCESSRAMP (TYP.)
PROPOSED CONCRETEFOUNDATION (TYP.)
PROPOSED DIGITAL SCALE REMOTE DISPLAY
2:1 CUT SLOPE (TYP.)
PROPOSED DIGITAL SCALE REMOTE DISPLAY. UTILITY POLEINSTALLED BY DISTRICT (COORDINATE WITH DISTRICT)
BATHVILLE ROAD
PROPOSED CONCRETE NO-POSTBARRIERS CRB-690 (TYP.)
300Ø PVC STORM
PROPOSED 1.5mx0.75m BENCH BLOCK(SEE SECTION "F" DRAWING 389-043-03)
PROPOSED GRAVEL
PROPOSED GRAVEL
PROPOSED CONCRETE NO-POSTBARRIERS CRB-690 (TYP.)
PROPOSED CHAINLINKROLLING GATES
EXISTING CHAINLINK FENCE (TYP.)
EXISTING SCALE HOUSE TO BEREMOVED & DISPOSED OF
RE-GRADE AREA(FIELD FIT TO EXISTING)& RELOCATE NO POSTS.
GRADE BREAK
GR
AD
E B
RE
AK
2m GRAVEL SHOULDER
GRADE BREAK
PROPOSED LANDSCAPEDAREA (TYP.)
PROPOSED LANDSCAPED AREA (TYP.)
PROPOSED STOP PAINT LINE
WATER HOLDING TANKSEE SECTION 'B' - DRAWING 389-043-03
12.243m
2 MAR12/19
RE-ISSUED FOR REVIEW DF NA
MEGA BAGS
GLASS
E-WASTE
ELECTRONICS
3 JULY16/19
RE-ISSUED FOR REVIEW DF NA
PROPOSED STEELSWING GATE (TYP.)
SANITARY HOLDING TANKSEE SECTION'B' - DRAWING 389-043-03
PROPOSED 2.13mCHAINLINK FENCE
PROPOSED RED TRAFFIC LIGHT(SEE ELECTRICAL DWGS) &
CUSTOM SIGNS (DWG 389-043-04 )
FUTURE
BAILER
CARDBOARD
PROPOSED 2.13mCHAINLINK FENCE
4 AUG09/19
RE-ISSUED FOR REVIEW DF NA
2.438m
PROPOSED TRAFFICSIGN (R-84)
REMOVE EXISTINGNO-POST BARRIERS
PROPOSED LANDSCAPED AREA (TYP.)
PROPOSED GRATE STEP c/w RAILING ONEACH SIDE OF STEP (EXISTING CHAINFENCE TO BE MODIFIED/CUT & REPAIRED)
PROPOSED REARVIEW MIRRORS
PROPOSED "DO NOT ENTER" SIGN
PROPOSED 5.9m CHAINLINK ROLLING GATE
3.00
m
3.00m
PROPOSED GLASS AREAc/w CONCRETE PAD &COVER (SHOP DWGS
PROVIDED BY CONTACTOR)
12.19m
2.44m
PROPOSED 40' x 8' MEGA-BAGSEACAN (PROVIDED BY OTHERS)
PROPOSED 1.8m CHAIN LINK FENCE
PROPOSED 100Ø CONDUITTO LANDSCAPED AREA
PROPOSED "DO NOT ENTER" SIGN (R9)
PROPOSED 2-SIDED STOP SIGN (R1)
PROPOSED READER BOARD SIGN (OPTIONAL)
300Ø PVC STORM
PROPOSED CATCH BASIN
PROPOSED CONCRETE NO-POSTBARRIERS CRB-690 (TYP.)
GR
AD
E B
RE
AK
PROPOSED SECURITY CAMERASINSTALLED ON SIGN POST c/wELECTRICAL CONNECTION (CAMERAS &POWER POLE SUPPLIED BY DISTRICT)
PROPOSED CONDUITS
5 AUG19/19
RE-ISSUED FOR FINAL REVIEW DF NA
PLACE 6" ANGULAR RIP RAP AROUNDCATCH BASIN WITH REMAINING AREA
2" ANGULAR ROCK - MIN. 3" THICK
PROPOSED ELECTRICAL CONDUITFOR FUTURE SWING ARM (STUB)
BATHVILLE ROAD CENTERLINECOMPLETED BY OTHERS
PROPOSED LOCK BLOCK RETAINING WALL c/w CUT SLOPE TO FENCE LINE. (OPTIONAL)
PROPOSED 168mmØ BOLLARDS (TYP.)
PROPOSED 168mmØ BOLLARDS (TYP.)
PROPOSED STOP PAINT LINE
PROPOSED 1.8m CHAIN LINK FENCE
PROPOSED WEIGH SCALE DRAWING 389-043-S1
PROPOSED STEEL POSTS & 38"GALVANIZED CHAIN "RAIL" FENCE
6 SEPT04/19
ISSUED FOR TENDER DF NA
EXISTING CRB-690 NO POST BARRIERS TO BE MOVED.
STAIRS
CONTAINER
PROPOSED ELECTRICAL DISTRIBUTION(SEE ELECTRICAL DRAWINGS E1 TO E4)
PROPOSED ELECTRICAL DISTRIBUTION(SEE ELECTRICAL DRAWINGS E1 TO E4)
0.75m
PROPOSED 2m WIDE CONCRETE PAD AT SAME ELEVATIONAS MEGA BAG/GLASS STORAGE FLOOR. CONNECT GLASSWITH MEGA BAG SEACAN. CONTRACTOR TO FIELD FIT
REMOVE EXISTING STEEL GRATE STEP. WELD STEEL "FENCE" POSTSTO SCALE FRAME & ADD 38" GALVINIZED CHAIN AS PER EXISTING.
0.38m
PROPOSED 38" GALVANIZED CHAIN "RAIL" FENCE BETWEEN BOLLARDS (TYP.)
PROPOSED 38" GALV. CHAIN"RAIL" FENCE BETWEENBOLLARDS (TYP.)
7 SEPT11/19
ISSUED FOR NRFP DF NA
PROPOSED 2.13mCHAINLINK ROLLING GATES.
ROLLING PORTION ONBATHVILLE SIDE (TYP.)
PROPOSED ELECTRICAL DISTRIBUTION(SEE ELECTRICAL DRAWINGS E1 TO E4)
ASSUMED LOCATION OF EXISTING UNDERGROUNDSERVICE AS PER FALCON ENGINEERING DRAWINGS (LOCATION NOT CONFIRMED BY TRUE CONSULTING)
0 51:100
PROPOSED ELECTRICAL DISTRIBUTION(SEE ELECTRICAL DRAWINGS E1 TO E4)
PROPOSED TRAFFIC SIGNAL(SEE ELECTRICAL DWGS)
PROPOSED CUSTOM SIGN(SEE DETAIL "3" DWG 389-043-04)
EXISTING CONTOURINTERVAL=0.5m (TYP.)
PROPOSED CONTOURINTERVAL=0.5m (TYP.)
EXISTING CONTOURINTERVAL=0.5m (TYP.)
PROPOSED POWER OUTLETS(SEE ELECTRICAL DWGS)
PROPOSED POWER OUTLETS(SEE ELECTRICAL DWGS)
PROPOSED CUSTOM SIGN SEE DETAIL "3" (DWG 389-043-04)
8 SEPT24/19
RE-ISSUED FOR NRFP DF NA
7.9%
4.0%
4.0%
9.8%
10.0%
11.3%
8.5%
5.4%
7.6%
7.4%
4.4%
1.0%
1.0%
3.8%
6.3%
3.2%
6.6%
6.5%
1.0%
4.3%
1.6%
642.00
643.00
644.00
645.00
647.00
647.00
648.00
649.00
650.00
649.00
651.00
659.00
645.00647.
00
649.
00
651.
00
644.
00
643.
00
648.
00
646.
00
652.00
3.9%
4.3%
11.2%
9.9%
6.1%
4.1%
3.9%
+0
000
+0
020
+0
025
653.00
654.00
655.00
644.20
647.
06
646.
77
646.
93
646.
75646.80
646.
8064
6.80
647.21
647.
35
644.00
643.73MEET
644.06MEET
646.
80
646.
80
640.
75
MEE
T
641.13MEET
641.53MEET
643.33MEET
645.
9064
6.25
646.
80
646.
8864
7.31
646.
62
643.40
647.
05
646.
80 646.
72 646.
62
647.
35
645.
48
13.7%
644
646
648
650
652
644
646
648
650
652
0+000
647.
85
647.
854
0+020
646.
71
646.
706
0+040
646.
41
646.
408
0+050
646.
47
646.
474
644
646
648
650
644
646
648
650
0+000
646.
65
0+020
646.
27
0+030
646.
42
26-BJ-45P05
01
640
642
644
646
648
650
640
642
644
646
648
650
0+000
645.
99
0+020
646.
71
0+040
645.
60
0+060
643.
38
0+070
642.
63
641
642
644
641
642
644
0+000
642.
88
0+020
642.
66
0+025
642.
73
26-BJ-45P05
01
201 - 2079 Falcon Road ■ Kamloops BC ■ V2C 4J2tel 250.828.0881 ■ fax 250.828.0717
FILE
: r:\c
lient
s\30
0-39
9\38
9\38
9-04
3\03
dra
win
gs\c
ad\0
2 de
sign
dra
win
gs\d
n-38
9-04
3-re
v-20
19-0
8-19
CONSULTANT SEAL
SCALE
DRAWING No.
ISSUES / REVISIONS
PROJECT REFERENCE No.
DATE
DRAWN BY
DESIGN BY
DATENo. DESCRIPTION APP'DBY
SHEET
ISSUE/REV.
SANITARY LANDFILLSCALE INSTALLATION
AND ENTRANCEUPGRADES
EARTHWORKS
SU
MK/LR/DF
AUGUST 2018
389-043
389-043034 OF 11
5
0 101:200
1 FEB12/19
ISSUED FOR REVIEW DF NA
F03
LOCK BLOCK SECTIONSCALE= 1:25
BATHVI
LLE
ROAD
GRAVEL RECYCLING AREA
C03
2m SHOULDER SECTIONSCALE= 1:50
SLOPE VARIES0.75
m
2
1
PROPOSED CUT SLOPE
2
1
PROPOSED CUT SLOPE
1.20
m (
MA
X.)
0.30m
0.30
m
0.30
m
0.45m
0.75
m
0.75
m
SLOPE VARIES
PROPOSED LOCK BLOCK(BENCH BLOCK)
PROPOSED LOCK BLOCK
0.10
m
A03
RECYCLING AREA & SCALES SECTIONHORZ. SCALE= 1:200VERT. SCALE= 1:100
STORM DRAIN PROFILE
PROPOSED WEIGH SCALE HOUSE
EXISTING WEIGH SCALE
PROPOSED WEIGH SCALE
PROPOSED WEIGH SCALE FOUNDATION(SEE DWG 389-043-S1)
PROPOSED LOCK BLOCK RETAINING WALL
EXISTING ROAD TO PUBLIC REFUSE BINS
1%4% EXISTING ACCESS ROAD
PROPOSED FINAL GRADE
EXISTING GROUND
I T I S T H E R E S P O N S I B I L I T Y O F T H ECONTRACTOR TO INITIATE A "BC ONE CALL"PRIOR TO CONSTRUCTION AND COORDINATEU T I L I T Y L O C A T E S A S R E Q U I R E D .
NOTE
EARTHWORK QUANTITIES
CUT - 3,925 m³ FILL - 325 m³NET - 3,600 m³ (CUT)
ALL VOLUME CALCULATIONSREFERENCED TO FINAL PROPOSED
GRADE & EXISTING GROUND SURFACE ASSURVEYED ON MAY 25, 2018.
SITE EARTHWORKSSCALE = 1:200
GRADE BREAK
GR
AD
E B
RE
AK
50mm ASPHALT
0.38
m
10%
D03
F03
Elevations Table
Number
1
2
3
4
5
6
Minimum Elevation
-7.700
-5.000
-2.000
-1.000
0.000
0.500
Maximum Elevation
-5.000
-2.000
-1.000
0.000
0.500
1.100
Color
B03
SCALE HOUSE-SANITARY & WATER HOLDING TANKS SECTIONHORZ. SCALE= 1:100VERT. SCALE= 1:100
PROPOSED 4,091 L SANITARY HOLDING TANK ( MODELRKC900) c/w RISER & LID TO GRADE AND 75Ø DR28 PVCSANITARY SERVICE TO SCALE HOUSE (MIN. 0.6m COVER).GEOTECHNICAL ENGINEER TO CONFIRM EXISTING SOILS.
PROPOSED 4,091 L NON-POTABLE WATER HOLDING TANK ( MODEL RKC900) c/w2" CAM-LOCK & PIPING INTO TANK, 25Ø PEX SERVICE TO SCALE HOUSE, RISERVENT & LID TO GRADE, SHALLOW WELL SUBMERSIBLE PUMP & FLOAT SWITCH(MIN. 0.6m COVER). GEOTECHNICAL ENGINEER TO CONFIRM EXISTING SOILS.
0+010
PROPOSED 8' x 40'-2" WEIGH SCALE HOUSE
PROPOSED LOCK BLOCK FOUNDATION(SEE DRAWING 389-043-S1)
PROPOSED FINAL GRADE
PROPOSED 25Ø PEX SERVICEPROPOSED 75Ø PVC DRAIN
WATER CONNECTION c/w 80L PRESSURE VESSEL, PRESSURESWITCH, CHECK VALVE & ELEC. INDICATOR ALARMS
(CONFIRM & FIELD FIT)
B03
STANDARD FLAT TOP LOCK BLOCK(SEE DWG. 389-043-S1)
3.5m (MIN.)
2 AUG09/19
RE-ISSUED FOR REVIEW DF NA
C 03
A03
2.0m
NATIVE GROUND
PROPOSED CONCRETE NO-POSTBARRIERS CRB-690 (TYP.)
EXISTING GROUND
PROPOSED GRAVELRECYCLING AREA
21
PROPOSED CUT SLOPE
PROPOSED CONCRETE NO-POSTBARRIERS CRB-690 (TYP.)
21
4%
E03
0+010
D03
DRAINAGE DITCH-CATCH BASIN SECTIONSCALE= 1:50
E03
PROPOSED LANE TO RECYLING AREA SECTIONHORZ. SCALE= 1:150VERT. SCALE= 1:300
3 SEPT04/19
ISSUED FOR TENDER DF NA
HORZ. SCALE= 1:250VERT. SCALE= 1:500
150mm BASE GRAVEL (34" MINUS CRUSH)
100mm BASE GRAVEL (34" MINUS CRUSH)
100mm HIGH FINES CRUSH GRAVEL,CRUSHER CHIPS OR RAP
PROPOSED FINAL GRADE
21
PROPOSED WEIGH SCALE(SEE 389-043-S1)
PROPOSED WEIGHSCALE FOUNDATION
(SEE 389-043-S1)PROPOSED CATCH BASIN(SEE "S-25" DWG 389-043-04)
PROPOSED ASPHALT LANE
EXISTINGGROUND
1m DITCH AT 10% SLOPE
ORIGINAL GROUND
TO
RE
CY
CLI
NG
AR
EA
TO
WE
IGH
SC
ALE
BA
TH
VIL
LE R
OA
D(S
OU
TH
BO
UN
D)
BA
TH
VIL
LE R
OA
D(N
OR
TH
BO
UN
D)
PROPOSED FINAL GRADE
EXISTING GROUND
PROPOSED ASPHALT ENTRY AREA PROPOSED 2m SHOULDER
55.5m - 300Ø PVC STORM @ -2.62%
PROPOSED CATCH BASIN
50mmØ ANGULAR ROCK MULCH(MIN. 75mm THICK)
3.5m (MIN.)
300Ø PVC STORM
REGRADE SLOPE & FIELDFIT TO EXISTING GROUND
OUTLET INVERT = 643.40m
INLET INVERT = 644.85m
GRATE ELEVATION = 645.90m
PROPOSED 300Ø PVCINVERT=644.85m
GRATE ELEVATION = 645.90m
150mmØ ANGULAR ROCK MULCHPLACED LOCALLY AROUNDCATCH BASIN PERIMETER
75mm ASPHALT150mm BASE GRAVEL (3
4" MINUS CRUSH)
4 SEPT11/19
ISSUED FOR NRFP DF NA
PROPOSED 1.8m CHAIN LINK FENCE
PROPOSED STEEL POSTS & 38" GALVANIZED CHAIN "RAIL" FENCE
ARMOUR OUTFALL c/w 6" ANGULAR ROCK (MIN. 1.5m x 3m)
5 SEPT24/19
RE-ISSUED FOR NRFP DF NA
EXISTING CONTOURINTERVAL=0.25m (TYP.)
EXISTING CONTOURINTERVAL=0.25m (TYP.)
PROPOSED CONTOURINTERVAL=0.25m (TYP.)
TORECYCLING
AREA
201 - 2079 Falcon Road ■ Kamloops BC ■ V2C 4J2tel 250.828.0881 ■ fax 250.828.0717
FILE
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CONSULTANT SEAL
SCALE
DRAWING No.
ISSUES / REVISIONS
PROJECT REFERENCE No.
DATE
DRAWN BY
DESIGN BY
DATENo. DESCRIPTION APP'DBY
SHEET
ISSUE/REV.
SANITARY LANDFILLSCALE INSTALLATION
AND ENTRANCEUPGRADES
UTILITYDRAWINGS
SU
DF
AUGUST 2018
389-043
389-043045 OF 11
3
LEGENDEXISTING PROPOSED
TEST PIT
IRON PIN
SURVEY CONTROL
DESCRIPTION
POWER
TEL
CABLE
STREET LIGHT
GAS
POWER POLE
LAMP STANDARD
LIGHT POST
POLE ANCHOR
JUNCTION BOX
SANITARY MAIN
SANITARY FORCEMAIN
SANITARY MANHOLE
CLEANOUT
LIFT STATION
SEPTIC TANK
STORM MAIN
STORM DITCH
CULVERT
STORM MANHOLE
CATCHBASIN
STORM DRYWELL
WATER MAIN
WATER SERVICE
CURB STOP
VALVE
STANDPIPE
HYDRANT
AIR RELEASE VALVE
REDUCER
SPRINKLER
IRRIGATION BOX
END CAP
0 101:200
1 SEPT04/19
ISSUED FOR TENDER DF NA
STANDARD TRAFFIC SIGNSSIGN DIMENSIONS AS SHOWN.
FIRST NUMBER INDICATES WIDTH & SECONDNUMBER THE HEIGHt IN CENTIMETERS
2 SEPT11/19
ISSUED FOR NRFP DF NA
3 SEPT24/19
RE-ISSUED FOR NRFP DF NA
2
SUMMERLANDSANITARYLANDFILL
DETAIL "1"240 X 200
DETAIL "2"240 X 200
TO LANDFILL
DETAIL "3"120 X 90
TO LANDFILL
EXIT
2
DO NOT PROCEED ON RED
DETAIL "4"RECYCLING EXIT POLE DETAIL