municipality of oakland -wawanesa · ~ hope pipe interconnection wl plastics astm f714 awwa c906...
TRANSCRIPT
MANITOBA WATER SERVICES BOARD
MUNICIPALITY OF OAKLAND - WAWANESA (WAWANESA WASTEWATER STABILIZATION POND)
MWSB 1180
DRAWING LIST:
TITLE
KEY PLAN
GENERAL ARRANGEMENT PLAN
ACCESS ROAD - PLAN AND PROFILE
SECTIONS
DETAILS
CONTRACTOR: EARTH MAX CONSTRUCTION INC. CONSTRUCTION PERIOD: 2014 - OCTOBER - NOVEMBER - TOPSOIL STRIPPING
2015 - MAY - AUGUST - LAGOON CONSTRUCTION
RECORD DRAWING This record document has been prepared based in part upon information furnished by others. Dillon Consult ing limited cannot assure the accuracy of others' information and thus is not responsible for the accuracy of this record document or for any error or omission that may halle been incorporated into it as a result. Those relying on this record document are odllised to obtain independent verif ication of its accuracy before applying it for any purpose
DRAWING NO.
M-O
M-1
M-2
M-3
M-4
LOCATION MAP 1:20000
DILLON CONSULTING
Certificate of Authorization
Dillon Consulting Limited (MS)
No. 1789 Date: 201 5-10- 02
OCTOBER 2015
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PT SE 1/4 Sec. 25Twp. 7, Rge 17 W.P.M. I : " EFfLUENT IlISCIW<GE \ Ii: (BY OTHERS) • II!
',' \ :11 J WORK AREA
i-----·------; i! (~_~~ J'\_,~_
'" ~~ '" II' Iii III
:i: , ~~~==~~d : . "'1
1'\ ,- ,-~=:'-:;-'--~:":--'--:~::-'--:::-~:-.. - j! r~T"-C: -- "-- -- :::::: -::: -:: c::::: ::: --:: ::::
: 1 =~ANESA :1: : : (BY OTHERS - SEE UWSB 1179) : : :
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~ ~; : : ~ : ~ : : ~ : i : f" : ~ : 1: : ~ : i ~ ~
~ ::TERMATERlALllST MANUFACTURER MATERlALSPECIFlCATION SPECIAL FEATURES i l~------------,-·-----------···--- ------- --.. ------------ --( (--.'-~~-)/
! I =--~~~:::::----iii
. LAGOON : f: ~ : ~ HOPE PIPE INTERCONNECTION WL PLASTICS ASTM F714 AWWA C906 NSF IPS DIU! PE4710 ,8' Po J ~ HOPE PIPE FORCEMAIN WL PLASTICS ASTM f714 AWWA C906 NSF IPS DR!7 PE4710 I I : t: ~, " 0" ELECTROFUSION COUPU~ ASTM F714 AWWA C906 NSFpw ,I : I I --........""..._
8 FABRICATED HOPE FmINGS RAHN PLASTICS INC. AWWA C906 : I ----
~ :~~EV:::PPER CASING :':N:::::::
ES
LTD. :::: :5
1
09 ~:M NSF 61 ~~~~x~~~~~~NGED FUSION CC--=-====! !-- --=--~~-.~-.. :-=--=-----=====-...:::---=:==--~----- -=--=--- ! i : ~ CONFORMS TO AP-OOI i : : -:: MARKER POST Guardian Traffic II , Xci ACCESS GATE OKNO MANUFACfURING INC. ASTM AS3 SCHEOOLE 40 : : : ~ SIGNAGE AIRMASTER SIGNS ASTM 04956 AVERY OENNISON T-6500 I I , ~~ CULVERT ATLANTIC INCUSTRIES UMITED CSA G401 2.0 MM 68X13 CORRUGATIONS I : l at; CONCRETE WHEAT CITY CONCRETE PRODUC CSA 20 MPA /-IS ! : : ~4: REBAR NUCOR STEEL JACKSON INC. CSA G30.18-09 GR 4QOW 15 MM f I I ~================="" ~~ III !SO SUBBA.SE COllET GRAVEL DELAURME PIT C-BC\SE I: : ~~ SUBBA.SE COllET GRAVEL COTE PIT C-BC\SE I, : "
:..,;; GRANULAR BASE COURSE CUMMING AND 006BIE A-BASE NON-WOVEN GEOTEXTIlE TITAN ENVIRONMENTAL TE-12 ::::.::.-":::::::::---- I I:: This record document has been prepored based in
~9 WOVEN GEOTEXTILE mAN ENVIRONMENTAL TE·W31S ... ~ ...:...::::_ J"'~_~.......L--,7 '_ !: l port upon information furnished by others. Dillon ~ SEED PICKSEED FORAGE MIXTURE LOT NO. 420172 I: I Consulling limiled connol assure lhe accuracy of
RECORD DRAWING
METRIC WHOLE NUMBERS INDICATE MILLIMETRES
DECIMALIZED NUMBERS INDICATE METRES
Certificate of Authorization
O
"'obi RIP RAP AllWEST GRAVEl BERM RIP RAP _._.:, __ -__ ~ -_-_:-':.:-----_~-_~~-.-.,,' .,1' ! others' information and thus is not responsible for the :;t P T H --N-·o-·'·-2- __ _ .. - --=-- .. ~~i~~~~~ ~otth~o,re~~:~ ~~~~~~~~rpo~r~~:d °i'Zo e~ro~s o~
!lr-~c=o:nd:i:ti=o:ns~Of~u~s:e~----------~-----r---::;~~;;=---~::-~- -~-~ __ ~_~ __ ~_~~~~~G~~~~g~~~~~~X~~~ST~L~~N~~======~:-~::-:-:-==-:~~~F:OR:C:E~MN~N;:==~~~~~~~~::~::R:IP:~~P~::::::::r------=~-=-~~~--~~_c_~_~_~=_~_;~_~_:~-::-~-~i~:=:(:~}·~:·~:~:··~:::::~:-:.~:--:--:---:~-:~:---:-:::-:.:--:.:~~:.::-:=:-~::::::~l~:-::-~--~:::r~:W~_J:.B--~~A~.R~.R~_I~:lr--~-~-~~-'~-~_:h_~_;_O~_:_~!i:.M:U~N:K':~~P::A:L~n;,~c~~i:]~~Fi;o~~:~:i:j:~N[:~"~W~A"WNAANNEESSAA~--ND-;-~I-~7-:-~-o-n-:u-~1:~_~9~~o:im~1~~t:-~-~-~-:-~--~ ;:;0 ------- ROAD CENTRELINE ====== DISCHARGE/PERIMETER DITCH GRANULAR BASE \\\\" ~~ WAWANESA WASTEWATER STABILIZATION POND 14-9746 ~~ Verify elevations andJor dimensions on drawing prior to use. _~==-_-_------ DITCH \ \\\\\\\\\\\l~Ja~ ~ ~6 ReportanydiscrepanciestoDilionConsultingUmiled -~x-- BARBED WIRE FENCE !':, COMMON BACKFILL D.S.C. W.J.B.
~ Do not scale dimensions from drawing. <==--;~~~ ~~~~~TLE LOCATION c====:;====:> ~~E~:V[ : ~~ ; Pk~*,MWI I COMPACTED CLAY UNER
i~ ~~:~=1~:!~~!~l~~i~:~I::ili:~:~~~~~r cu, ~~:~::~~NAGE ( XXX.XXX ) FINISHED GRADE - - - - - ~ ~~~~;X~~E ~~ XXX.XXX CURRENT GRADE ... PROPOSED DRAINAGE
DILLON CONSULTING
TENDER
REVIEW
15/1G/02
14109110
14108115
K.LW
K.l.W
OCTOBER 2015
1:7500
KEY PLAN M-O
1'-1
I ~\ MUNICIPAIJ1Y Of GlINBORO-SOUlIf CYPR£5S PORIION Of GO\'ERNIIENT' (UND£'IElOPED) ROAD AlLOWANCE
\t----.--.-- ---.--.----.--.--.--.--.--.--.---IlUNICIPAIJ1Y Of OAKlAND WAWAN£SA PORIION Of G<MRNIIENT
(UND£'iElOPED) ROAD AlLOWANCE
I \1
B (
) SOURIS RMJ!
---
RMJ! OUTfAlL (BY arums)
RECORD DRAWING This record document has been prepared bosed in port upon informotion furnished by others. Dillon Consulting Limited cannot a ssure the occuracy of others ' information and thus is not responsible for the accuracy of this record document or for any error or omission that may hove been incorporated into it as (] result. Those relying on this record document ore advised to obtoin independent verification of its accuracy before opplyinq it for any purpose.
Conditions of Use
Verify elevations and/or dimensions on drawing prior to use. Report any discrepancies to Dillon Consulting Limited.
Do not scale dimensions from drawing.
Do nol modify drawing, re-use ii, or use it for purposes other than those intended at the time of its preparation withoot prior written permission from Dillon Coosu\till9 Limited.
PT SE 1/4 Sec. 25Twp. 7, Rge 17 W.P.M.
LEGEND· EXISTING PROPERn LINE
ROAD CENTRELINE ----.-----=== DITCH
o=;:o:::=:::=---=:II CULVERT
~ TH 1 BOREHOLE LOCATION
'lli UTI LIlY POLE
~ EXISTING DRANAGE
XXX. XXX ClIRRFNT CRAIlF
PARCEL BOUNIWlY ./
LEGEND· PROPOSED FORCEMAIN ")\1 RIPRAP
DISCHARGE/PERIMETER DITCH GRANULAR BASE
--x - - BARBED WIRE FENCE I · . "' .. .. . I COMMON BACKFILL
<==========> CULVERT , COMPACTED CLAY LINER
® GATE VALVE I :. 1 CONCRETE
( XXX. XXX ) FINISHED GRADE - - - - - - GEOTEXTILE
PROPOSED DRAINAGE
DILLON CONSULTING
I RECORD
TENDER
3«.28
,."." K.L W
"""" LW.
"/00/15 KLW
"''' "
""'" REVlEWEDSY
W.J.B AHR.
""~ """"" D.B.C. W.JB
om OCTOBER 2015
"'" 1:1000
1MB o
!
SUPPUED AND INSTAlLED lIN (10) PERlMElIR SIGNS AT lOCATIONS DlRECIED BY lHE ENGINEER IS PER DEJAiL ON SHEET 11-4.
IlENIONITE SEAl£D PIPE PENEtRATIONS lHROUGH COIIPACTED ClAY UNER.
Certificate of Authorization
Dillon Consulting Limited (MB)
No. 1789 Oat.: 2015--10-02
MUNICIPALITY OF OAKLAND· WAWANESA WAWANESA WASTEWATER STABILIZATION POND 14-9746
GENERAL ARRANGEMENT PLAN M·1
I~
~ ~pvfo+ 27.550-->-- 1-----HEV ~1.036 ~ (0
~-~ --- -._---- .-
~~ - +--~~ ----- --- --- ~t__~- ..
150A~~~~C~RS[ "V0)<, ~~+~~~""" it;;:] rFINISHE ACCESS
~, X. '7 X. v'- )<v~~. X"".' v: Y )i.-0V- :C:~FlS ~~ ~~ N 00 0_00% -fZ~ _____ =_ ~E ~ ~ m -. 450 GRANUlAR SUBBASE / .4' ./ 7 98% STANDARD PROCTOR UP TO ~-----t--~--+---'-r. " :--------- --- R ~ ---- --- --~---+---+- - _.- -- -- ~ ~ -z )/ '~'-. _ ,/ >-. X . y /"_ /', ? X " BOTTOII Of SUBllAS[ AS REQUIRED /hP' 0 ~ --,,; ", --
80
!J(,' v < '-<' / ' "'=--I--Jf--/,,- (/;~ .~}1\.. ~J% ~ ~ ~ ~ - - - -- , r'-;7' T ill -~ ..l80 t7f.1 . ------------ EXIST GRAVEL ROi ~~ __ if ~ ,- ------.--.c-- J __ . :..-,--.----;-~~~r.EorrxnLf 'G~l\:---~ --~~--+-----O -6%--+---=:..:::.:t- --- ----~~ ~ 380 ~~ :~ ... \ - - • if/ - \ ~ II ~ N.~ "'0 COIIP" ~ 00= cou= h-~-""'-..jf;::lr;Jj,~~FIt -\_~ ~_~_ _ _ __ , ~~ EX~ST :O~N~ _ - - - - - - - - - - - - - -- - - - -~ -' \ /
~ \ _ ... I ~ '1m;;' 98% ST_ PRocT<lR"~ 578 ''''ttf''lf''-''''-'''I -' \ : [ ~~ !---______ + ____ - __ "~--.:.:l!:l IN lHREE UFlS. -"ITm -tftJ-- ~-- ~i~CS~~O-N -- - ( \l -- --- ------ ------f__-- -- --1----- ---I---~ - \;K~I~I~;:_ ~TCHf---378
-- --- --t-~--- -. -- ---
1-
3_50 3_50
~ :":·.· ... · .. ::'~ .'-·:";·>· ':-:i·:-'· :;: '*\\·4~·::=~~:~E ·<-.:>' ~ WOVEN GEOTEXTILf
COMMON BACKFILL
ACCESS ROAD SECTION 1:100
RECORD DRAWING !z __ f--_______ ~1~800~ ______ _l =~.TO A WIN. 98% STANIlARO '---~ -- --~ -;:- ~~~SU!~~~n lii~i~~~ot~~~no~u rn~~:~~e b~e O~hce;~~oc~jll~~
Certificate of Authorization
~ I L 6000 CULVERT I~ PlACED AND COIIPlClEO lIAS[ COlJRS[ =3{7': 68{1--!! __ ~ ___ ~_I---______ ~ _ __r'---_ 6000 ____ ~_ L_VERT_~___ _ __ __ ___ _ _ _ -----1- ____ '-::It;:- '-- EXRE~G:RAO- ~CEU~~DJl~C;HT 376 Thi, «eo,d doc"meet ho, been p"poced bo,.d in
~~ others' information and thus is not responsible for the
v. TYPICAL CULVERT SECTION accuracy of this record document or for any error or
~o _ omi"ion thot may ha.e boon incacpomted into it 0' 0 Dillon Consult ing Limited (MB)
-. 1 :20 result. Those relying on this record document ore advised to oblain independent verification of its No. 1789 Date: 2015-10--(J2
~lt __ ~::::~~~~ ________________ -y __ ~:;~~::=-__ -,========~~~~~~§:======:]====O+=OOO================~~~~~~~====:0:+:0:50::========:::r __________________ ~O~+!'00~ __ 1:::r::::: ____________________ ~0+~1~5~0_r----,_--~~~----~~~_,------~~OC;c~"';aC~y~b~e~fo~ce~Op~p~IYi~ng~it~f~aC~a~n~y~p~"'~pa~'~e.======~~--~::::::::~::::::::::~~ 1<:" ............. LEGEND· EXISTING LEGEND _ PROPOSED 0+ 170 ~~ Conditions of Use ~.\jq _ PROPERTY LINE _ FORCEMAIN RIPRAP 1---t---------------+---I-----l~JB '''':;'':~ MUNICIPALITY OF OAKLAND· WAWANESA ffiOEcr"" ~ V,rify ,Ievations andlor dimensions on drawing priortouse_ ,,4!'" -¥"O4} ROAD CENTRELINE DISCHARGE/PERIMETER DITCH I~-I GRANULAR BASE " 11111 ~~ WAWANESA WASTEWATER STABILIZATION POND 14-9746
!X Report any discrepancies 10 Dillon Consulting Limited. ~'" Bu~dESS \ --- DITCH X BARBED WIRE FENCE I . I COMMON BACKFILL 1\\\II\\\\\~\WI_IfII~ ~. ""'~BC O<';;'J~~ . -g:i: Do not scale dimensions from drawing. \;\ <1.i:t',\O-i(; lliJ} ====== CULVERT <==========. CULVERT I -"~"ll" &. I COMPACTED CLAY UNER """.)
~ Do not modify drawing, re-use it, or use it for purposes other ~ Member .$ S THl BOREHOLE LOCATION ® GATE VAl..VE I ....... -, I CONCRETE DILLON I--::-J+ R;;;E;.;CU;;;R;;-O-------------l--,<oC',"o.c-,+-- ----I "''' OCTOOER2015 ACCESS ROAD ~~ than those intended at the time of its preparation without prior ~ 31722 ~ <;)J en., UTILITY POLE ~ '" 'u K.L.W. M 2 '"" ""- __ ," ~ FINISHED GRADE ------ GEOTEXTILE , TENDER PLAN AND PROFILE • ~~t ___ ~_··_en_~_r_m_iss_io_n_~_m_D_ill~ __ C_on_sU_lti_ng_L_im_ite_d_. ______ -l _____ ~_-~::F:ffi:S~I~ __ ·- ____ JL __ ~~~~ ___ E~X~IS~TI~NG~D~~~N~A_GE ______ ~~ __ ~~ __ ~~::~::::~ ________________________________ 1-____ ==::~::~~~~~ __ _1:!:t~~:::::::::!~::::::::::::::t:'~4~§:1Oj[:K~L:W.:i ____ ~~~ ____ JL __________________________________ ------________________ ~ ____________ .J ;;'~_ xxx_xxx CURRENT GRADE -- PROPOSED D~NAGE CONSULTING 'REVIEW 04/08115 KLW " ' " 1:WOH.
No. I$$UEDFOR DATE BY 1:50 V.
RECORD DRAWING This record document has been prepared based in port upon information furnished by others. Dillon Consulting limited cannot assure the occuracy of others ' information and thus is not responsible for the acc.ur?cy of this record document or for any error or omiSSion thot moy. have been incorporated into it as a result. Those relying on this record document ore advised to obtoin independent verification of its accuracy before applying il fo r any purpose
Conditions of Use
Verify elevations and/or dimensions on drawing priOf to use. Report any discrepancies to Dillon Consulting Limited.
Do not scale dimensions from drawing.
Do not modify drawing, re-use it, or use it for purposes other than those intended at the time of its preparation without prior written permission from DiI!oo Consulting limited.
SECTION M-1 1:1000 H. 1:100 V.
2 SECTION 1:1000 H. 1:100 V.
ROAD CENTRELINE ----- ----- DITCH
<==~~=, CULVERT
III TH 1 RORFHOI F I OC~TION
'Q, UTILITY POLE
EXISTING DRAINAGE
GRADE
3 SECTION M·l 1:1000 H. 1:100 V.
= = = = = = DISCHARGE/PERIMETER DITCH
--X-- BARBED WIRE FENCE
<==========, CULVERT
® GATE V,"-VE
( XXX. XXX ) FINISHED GRADE
PROPOSED DRAINAGE
1,1$7.%1 A\ ~' t
1-:,· 1"1 t '1 1
14-. -.
GRANUlAR BASE
COMMON BACKFILL
COMPACTED ClAY
CONCRETE
GEOTEXTILE DILLON CONSULTING
0+050
4 SECTION M-1 1:S00H.1:50V.
0+000
NOIE:
0+100 0+110.58
EFFlUENT 1JISCIWlG[ PIPE AIR VENllNG AND RISER OIIlFAI.1 [)[SIGN AND CONSIRIJCTlON BY OIlERS INfORIII\llON PROWlED fOR REFERENCE ONLY
BERM RIPRAP. GEOTEXTILE PLACED UNDER RIPRAP (lYP.)
0+050 0+080
5 SECTION M-t 1:500 H. 1:50 V .
• ,..." •• ~....,.. (xl)
10
0+050 0+100
TYPICAL TOPSOIL AND SEEDING CENTRE BERM TOP
OCTOBER 2015
AS NOTED
1:100
MUNICIPALITY OF OAKLAND - WAWANESA WAWANESA WASTEWATER STABILIZATION POND
SECTIONS
Certificate of Authorization
Dillon Consulting Limited (MB)
No. 1789 Date: 2015-10- 02
14-9746
M·3
! I iii
~
. .
- ~ --~ ~~-" -:~ ~~~-- -~ _ ~ ~ _L~~~_ -' __ --' __ 1.0 THICK COMPAClID OAY UNER COMMON BACKfIll @ SECTION
M-1 1:100
26.7
®~~CTION
0.0% 1.0%
ROUNDED CONCR£I[ CN'
50 WID£ SILVER REfLECll'IE TAPE
®~~CTION
20 CRUSHED STONE
RECORD DRAWING This record document has been prepared bosed in port upon information furnished by others. Dillon Consulting Limited can not asslJre Ihl'! nccllro.-:y of
others ' information and thus is not responsible for the accuracy of this record document or for any error or omission that may have been incorporated into it as a result. Those relying on this record document ore advised to obtain independent verification of its accuracy before applying it for ony purpose.
SEPTIC WASTE DUMP STATION
AND CURB DETAIL
Conditions of Use
Verify elevations andfor dimensions on drawing prior to use. Report any discrepancies to Dillon Consulting Limited.
00 not scale dimensions from drawing.
Do flO! modify drawing, fe-use it, or use it for purposes other than those intended at the time of its preparation without prior written permission from Dillon Consulting limited.
ROAD CENTRELINE
DITCH ~-~~=. CULVERT
STHI
'Q,
XXX. XXX
BOREHOLE LOCATION
UTILITY POLE
EXISTING DRANAGE
CURRENT
= = = = = = DISCHARGE/PERIMETER DITCH
--X-- BARBED WIRE FENCE
<==========. CULVERT
® GATE VALVE
( XXX.XXX ) FINISHED GRADE
__ PROPOSED DRANAGE
· 1
1 ®Jh b h ~' " I
I" '" . ' ~
RIPRAP
GRANULAR BASE
COMMON BACKFILL
COMPACTED CLAY
CONCRETE
GEOTEXTILE
2.0
PERlMEIER FENCE
CONlRACllON/EXPANSION JOINT 4.5 MAlt SPACING (TYP.)
4.0
1511 TIE BARS
2.0
150 RlPfW'
l5Ox150 CURB
LONGffiJIlINAL AND lRANS\'ERSE AT 300 O/C. IIIN. 50 CO'IER
®~~CTION
""1 ~,~ \I\\\\\\\\\\\~~
DILLON CONSULTING
IlffiII RlPfW'. GEOTEXlll£
f PLACED UNDER RlPfW' (1YP.)
GROUJE() RIPRAP. GEOTEXllUE , PLACED UNDER • - GROUJE() RIPRAP (1YP.)
®~~CTION
GROUTED RIPRAP EROSION PAD DETAIL
~q ~,.,
3.5
1:50
~ 150 CONCREJE 150 GRANULAR SUBBASE
.,." GEOTEXll\£
. 7 ' '~~~ ~~ OAY UNER 76
~DI'::' AND lRANS\'ERSE '0 AT 300 ole. IIIN. 50 CO'IER ® SECTION
M-4 1:50
CONCRETE - FORCEMAIN INLET 1:50
2438 O.C. TYP .
.,--===i.--,x-x-x-x-x X-X-X-I-X
X-X-X-I-X
4 STRANDS OF 12 Go\. BARBED WIRE AT 300 SPACINC
DANGER MUNICIPALITY OF
OAKLAND-WAWANESA WASTEWATER
STABILIZATION POND
NOTE: PERlIIEIER SJGNAG[ SECURED TO PERIIIEIER FENCE.
PERIMETER FENCE SIGNAGE 1:5
2400
ONE- PIECE REfLECll'IE 1.6mm ALUIIINUil WHITE BACKGROUND
DANGER ..-m'OF~
STA8I..IlAlJON POND
WOOl) POST
U-CHANNEL POST
300x1800 CONCR£I[ SUlPHATE RESlSfANCE JOIIPo AFlIR 28 DAYS
IIETAL PLATE ATTACHED TO POST
MAIN ENTRANCE SIGN
NOTE: PRlMDEIl CROSS BRACING AT CORNER POSTS IN BOrn DlRECI10NS
1:50
FENCE DETAIL
GATE NOTES:
2500
4 SIRANOS OF 12 Go\. BARBED WIRE AT 300 SPACINC
NTS.
5000 114.3mm Oll. STANOARIJ CONIlNIOUS-WElD SCHEIlUUE 40 HOT DIPPED GALVANIZED SIEEL PIPE
lH.3mm D.O. GALVANIZED SIEEL PIPE
I. SHOP DRAWINGS SUBMlillD OF GATE SYSTEM FOR REVIEW AND APPROVAL 2. GATE POSTS SET INTO CONCRETE BASE AS SHOWN.
W.JB A.RR
DB.C. W.JB
OCTOBER 2015
AS NOTED
ACCESS GATE DETAIL N.T.S.
MUNICIPALITY OF OAKLAND - WAWANESA WAWANESA WASTEWATER STABILIZATION POND
DETAILS
WOOl) POST
Certificate of Authorization
Dillon Consulting Limited (MB)
No. 1789 Date: 2015-10-02
14-9746
M·4