MUNICIPALITY OF OAKLAND -WAWANESA · ~ 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

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!

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~ ::TERMATERlALllST MANUFACTURER MATERlALSPECIFlCATION SPECIAL FEATURES i l~------------,-·-----------···--- ------- --.. ------------ --( (--.'-~~-)/

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. 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


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.


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~~


~ 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



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



No. 1789 Date: 2015-10-02

14-9746

M·4

MUNICIPALITY OF OAKLAND -WAWANESA · ~ 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

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