province of manitoba | home page - plan index...c02 for continuation 8.09 6.00 4.00± 3.38 2.11...

RM OF SPRINGFIELD SPRINGFIELD ROAD FORCEMAIN AND LIFT STATION UPGRADES

PLAN INDEX CIVIL C01 C02 C03 C04 C05 C06

SEWAGE FORCEMAIN SPRINGFIELD ROAD SEWAGE FORCEMAIN SPRUCE ROAD SEWAGE FORCEMAIN CEDAR LAKE ROAD SEWAGE FORCEMAIN WASTEWATER STABILIZATION POND SEWAGE FORCEMAIN WASTEWATER STABILIZATION POND SEWAGE FORCEMAIN MISCELLANEOUS DETAILS

ELECTRICAL E01 SAGE PLACE LIFT STATION ELECTRICAL SITE PLAN SINGLE LINE DIAGRAM E02 SAGE PLACE LIFT STATION ELECTRICAL DETAILS E03 BUCKTHORN LIFT STATION ELECTRICAL SITE PLAN SINGLE LINE DIAGRAM E04 BUCKTHORN LIFT STATION ELECTRICAL DETAILS

PROCESS

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P01 SAGE PLACE LIFT STATION UPGRADE SITE PLAN, LIFT STATION PLAN, ELEVATION DETAILS P02 SAGE PLACE LIFT STATION CONCRETE PADS, HATCH COVER, ADDITIONAL FENCE DETAILS P03 BUCKTHORN LIFT STATION UPGRADE SITE PLAN, LIFT STATION PLAN, ELEVATIONS, SECTIONS,

AND PANEL PAD DETAILS P04 DUGALD LIFT STATION UPGRADE PLAN, ELEVATIONS, AND SECTION DETAILS

1600 BUFFALO PLACE WINNIPEG, MANITOBA

CANADA R3T 6B8 PHONE: 204-477-6650 FAX: 204-474-2864

WWW.WSPGROUP.COM

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APRIL, 2016

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PROJECT 151-11353-00

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STATION CHAINAGE IS MEASURED ALONG THE CENTRELINE OF PROP. PIPE WITH 1+00 BEING THE WEST LIMIT OF THE SE ~ 22-11-5 EPM

SEC. 22, TWP. 11, RGE. 05 E.P .M.

SPRINGFIELD ROAD "HP

STATION CHAINAGE IS MEASURED ALONG THE CENTRELINE OF PROP. PIPE WITH 1+00 BEING THE WEST LIMIT OF THE SE ~ 22-11-5 EPM

ROAD Cl

10.25 6.00

5.77

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PROPOSED ~~ N FORCEMAIN V~

~/ EXISTING U FORCEMAIN

STA 4+37 CROSS-SECTION DETAIL N.T.S.

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,.WSP SEC. 22, TWP. 11,

RGE. 05 E.P.M. ~ .Y

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1600 BUFFALO PLACE WlNNIPEG, MANITOBA

CANADA R3T 688 PHONE: 204-477-6650 FAX: 204-474--2864

WWW.WSPGROUP.COM

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-'HP-~-- - --- 1-- -------~----- ------- -----HP

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SEE DWG. C02 FOR CONTINUATION

8.09 6.00

4.00± 3.38

2.11

PROPOSED ~~ FORCEMAIN V

~/ EXISTING U FORCEMAIN


SOUTH f(

r------ ID

CUT INTO AND CONNECT TO 45' BEND

EXIST. 250 FM WITH 45' )-+ ____ 250 FM

!~~~DON EXIST. 250 FM -/-LI 1.00

FROM CONNECTION TO - - - _ MH02. ABANDONED LINE TO ~ BE FILLED EACH END WITH " O.5m CONCRETE. /'

_---=25Q.. FM _ ~

/ 6.50 45' BEND J

___ .375 WWS

EX MH 02 RIM 242.77 BTM 237.46± FM OBV 238.82±

DETAIL 'A'

5.00 2.00 5.00 3.00

-"" "" I I I ~ I ~ d .1""" --~ _ --... ~ -n""\.r~ 250 FM - --_

45' BENDS <,.-0- / 1.50) 1-1 "= CONNECT TO Y / 1 1 EXIST 250 FM

CUT IN AND REMOVE EXIST 250 DIA - 45'~---' BEND AND CONTINUE 250 FM TO NORTH EAST. PROP. E/W 250 FM TO BE INSTALLED LOWER THAN PROP. N/S 250 FM, WITH A MINIMUM OF 300 VERTICAL CLEARANCE.

INSTALL 45' BEND C/W 250 GVAND 450x250 REDUCER E.

co co

PROPOSED 450 TEE, WEST SIDE PLUGGED

DETAIL'S'

Canada

~.Ai»i:Grn Certificate of AuIhorization

WSP Canada I!c.

No.5750 Oat", Apr! 19, 2016

CUM:

R.M. OF SPRINGFIELD

CUENT REF. N: CUENT...REFERENCE...#

SPRINGFIELD ROAD FORCEMAIN AND LIFT STATION UPGRADES

KEY PlAN:

DISCLAIMER: COPYRIGHT: lHlS ORA'MNG AND DESIGN IS COPYRIGHT PROTEClED 'ftHICH SHAll NOT 8E USED, REPRODUCED OR RE\'lSED 'MTI1OUT 'ftR1TTEN PERMlSSlON BY YiS? CANADA INC. lDCATlON Of UNDERGROUND STRUCruRfS flS SHOWN ARE BASE!) O~ lliE BEST INfORtAAllON AVAJtAB\.£ BUT NO GUAIWlTEE IS GIVEN THAT ALl EXISTING ununES ARE SHOWN OR THAT THE GiVEN LOCATIONS ARE EXACT. CONFlRMAllON OF EXISIENCE AND EXACT LOCATION OF ...u SERVICES MUST BE OBTAINED fROM THE INOMDUAL UTIUlTES BEFORE PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHAll. CHECK AND VffiIFY ALL DIMENSIONS AND UTlUTY lOCAllONS AND REPORT AI.l ERROOS AND OMISSIONS PR10R TO COMMENCING ~. OESCRIPTION Of PROPERlY UMJTS, MID EXISIlNG AND/OR PROPOSED FEAlURES RElA1l\IE TO 1HES£ UMfIS PS SHOWN ON THIS DRAWlNG 00 NOT REPRESENT A LEGAl SURVEY. VlSP MU\OA INC. MAKES NO REPRESENTATION OR GUAIWHEE "'.i

lliAT TIlE PROPERlY UI.l1T INroRMAlJON IS ACCURATE. WSP CANADA INC. ACCEPTS NO RESPONSIBlUIY FOR INf IWAAG£S, SUFFEli!ED BY }Jf( THIRD PARIY flS A RESULT OF OEClstONS OR ACTIONS BAsED ON THIS DAAWlNG.

ISSUED FOR - REVlSION:

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GENERAL DRAWING NOTES:

1.

2.

3.

LOCATION OF UNDERGROUND STRUCTURES AS SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE. NO GUARANTEE IS GIVEN THAT ALL EXISTING UTILITIES ARE SHOWN OR THAT THE GIVEN LOCATIONS ARE EXACT. CONFIRMATION OF EXISTENCE AND EXACT LOCATION OF ALL SERVICES MUST BE OBTAINED FROM THE INDIVIDUAL UTILITIES BEFORE PROCEEDING WITH CONSTRUCTION.

DESCRIPTION OF PROPERTY LIMITS, AND EXISTING AND/OR PROPOSED FEATURES RELATIVE TO THESE LIMITS AS SHOWN ON THIS DRAWING DO NOT REPRESENT A LEGAL SURVEY. WSP CANADA INC MAKES NO REPRESENTATION OR GUARANTEE THAT THE PROPERTY LIMIT INFORMATION IS ACCURATE. WSP CANADA INC ACCEPTS NO RESPONSIBILITY FOR DAMAGES, IF ANY, SUFFERED BY ANY THIRD PARTY AS A RESULT OF DECISIONS OR ACTIONS BASED ON THIS DRAWING.

DRAWING IS IN METRIC. WHOLE NUMBERS INDICATE MILLIMETRES, AND DECIMALIZED NUMBERS INDICATE METRES.

2016/04/19 ISSUED FOR TENDER o 2015/12/15 ISSUED FOR CLIENT REVIEW

IS RE DATE DESCRIPmN

PROJECT NO: ,-----..,O::---.-~--:-Mc-:A-:-cNc-:H-::Oc-:LE=--~-,~-.=----l 151-11353-00

1:1000 -6- HYDRANT ... ORIGiNAl SCALE:

~-~.--4--c-:U=TI~L1=TY~P~O~L~E~--~--~--~

E--- GUY WIRE DESlGNffi BY: ~--~0~~r-~~G~A~TE~V~A~LV~E~~~~-~~--1KP

... SIGN DRAWN BY: r-~~~=--~r-~M~T=S~P=ED~E=S=TA~L--~----~---lKP

fit SU RVEY BAR CHECKffi BY: r-~~---r~~~C~LEA~N~0~UT~~~~-.~7co~~MPM/WHB

MANUAL AIR RELEASE OMAR OISCIPUNE:

C ____ J CULVERT C ____ J

~ DITCH / SWALE ---..C"- 11TLE:

~ TREE OR SHRUB LINE , , , FENCE: LINE

... --J!Y:!'ii..- SHEET NUMBER:

FM ---

CIVIL

DATE:

2015/11/03

IF THIS BAR IS NOT 25mm LONG, ADJUST

YOUR pl.OmNG SCALE.

25mm

SEWAGE FORCEMAIN SPRINGFIELD ROAD

C01 2 OF 15

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I ~l~ SPRUCE ROAD

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STATION CHAINAGE IS MEASURED ALONG THE CENTRELINE OF PROP. PIPE WITH 0+00 BEING THE NORTH f( OF SPRINGFIELD ROAD R/O/W

- "~'HP ,-- - ~,~ ~~~~~~

SEC. 14, TWP. 15, RGE. 05 E.P.M.

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CONSULTANT:

WSP 1600 8UFFALO PLACE WINNIPEG. MANIT08A

CANADA R3T 6B8 PHONE: 204-477-6650 FAX: 204--474-2864

IWiW.WSPGROUP.COM

Canada

~.APi5Gm Certificate of Authorization

WSf' Canada rn:. No. 5700 Dale< Apr! 19. 2016

CUENT,

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~ I-~_~~ --,'Tfi-C---_-~_·H_P _______ ' _~-_~ ____ 'fH_P _____ '~ _--_-~-_-~-_-~_-~~.L-~'__-_~~ _~~-~.....::",---_~~iH=P====~·~-:~~_~~~~~~-~~_·-_-~.LL-'__-_~~~_-~-,,:,:::~:.....:~_-_--_--_--_~--_-o_-~_' ~~~-:' ~-~-:-~~~:::.Lt_t_HL;~--~-"---_-_-_-_-_·~-~-_-_-_-_-_-_-o~~_-L~~H-P-_L:--~-_~====='======~~~_~_o~S_P-_-~-_-_-~_--~_--~~-_~~-_-_-_-_-_-_-_-_-=O=H=P===~::=~_-_-_o::xx::f)_" ---I~ ~ ~ ~I ~I ~

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R.M. OF SPRINGFIELD

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STATION CHAINAGE IS MEASURED ALONG THE CENTRELINE OF PROP. PIPE WITH 0+00 BEING THE NORTH f( OF SPRINGFIELD ROAD R!O!W

"HP o

STATION CHAINAGE IS MEASURED ALONG THE CENTRELINE OF PROP. PIPE WITH 0+00 BEING THE NORTH f( OF SPRINGFIELD ROAD R/O!W

10.85 6.70 6.00±

3.00 3.15

JtA V HH

"''::1 .. ,",""" """" ; If;:" ~

FORCEMAIN EXISTING NO c--

~ PROPOSED FORCEMAIN

STA 2+25 CROSS-SECTION DETAIL N. TS

WEST I[

ROAD It

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FORC ;M!AcnTh ..... I'-----~

SEC. 14, TWP. 15, RGE. 05 E.P.M.

SPRUCE ROAD ~P ~P

o 0

6.70 R {)IH

3.00 2.63

l/ =rill J;:;;Jt=I,,-rl:p=;II=;:;;J;m= II J; pbT" J;:;;J=;ni!: If;:"!-"-r ~

FORCEMAIN r'\.. -EXISllNG NO '" V"-- PROPOSED

FORCEMAIN STA 8+29 CROSS-SECTION DETAIL

N.T.S.

,

WEST I[

ROAD ct

.... ;;II ,

o °HP

EXISllNG ~~ FORCEMAIN U

10.24 6.00

4.00±

~~ PROPOSED V FORCEMAIN

3.93 2.13


WEST I[

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1. LOCATION OF UNDERGROUND STRUCTURES AS SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE. NO GUARANTEE IS GIVEN THAT ALL EXISTING UTILITIES ARE SHOWN OR THAT THE GIVEN LOCATIONS ARE EXACT. CONFIRMATION OF EXISTENCE AND EXACT LOCATION OF ALL SERVICES MUST BE OBTAINED FROM THE INDIVIDUAL UTILITIES BEFORE PROCEEDING WITH CONSTRUCTION.

2. DESCRIPTION OF PROPERTY LIMITS, AND EXISTING AND/OR PROPOSED FEATURES RELATIVE TO THESE LIMITS AS SHOWN ON THIS ORAWING DO NOT REPRESENT A LEGAL SURVEY. WSP CANADA INC MAKES NO REPRESENTATION OR GUARANTEE THAT THE PROPERTY LIMIT INFORMATION IS ACCURATE. WSP CANADA INC ACCEPTS NO RESPONSIBILITY FOR DAMAGES, IF ANY, SUFFERED BY ANY THIRD PARTY AS A RESULT OF DECISIONS OR ACTIONS BASED ON THIS DRAWING.

CUENT REF. H: CUENLREfERENCL# PROJECT,


KEY PlAN:

DISClAIMER: COPYRIGHT: THIS DRAWING AND DESIGN IS COPYRIGHT PROTECTED \lMICH SHALL NOT BE USED, REPROOUCEO OR RE.\1S£D wrrnOUT ~ITIDI PERMISSION I3Y WSP CANADA INC, lOCATION Of UNDERGROUND STRUCTURES Ni SHOWN ARE BASED ON THE BEST lNFORMAl1ON AVAllJBlE BUT NO GlIARANIEE IS GM1i lHAT All EX!STJNG unum:s ARE SHOWN OR mAT THE GIVEN lOCATIONS ARE EXACT. CONFIRMATION OF EXISTENCE AND EXACT l.OCo\TION OF All SERVI{::ES MUST BE OBTAINED FROM THE INDMDUAl U1lU1I£S BEFORE PROCEEDING WID-l CONSmUCTION. THE CONlRACTOR SHAlL CHECK AND VERIFY AlL DIMENSIONS AND UTIUTY LOCAl1ONS AND REPORT Al.l ERRORS AND

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OMISSIONS PRiOO TO COMMENCING WORK. DESCRIPTlON OF PROPERlY UMITS, .6ND EXISTING I '" AND/OR PROPOSED FEAlURES REtAl1\IE TO THESE u~ns f.S SHOWN ON THIS DRAWING 00 NOT REPRESENT A l£GAl.. SURVEY. WSP CANADA INC. !.lAKES NO REPRESENTATION OR GUARIINfEE -., F TIiAT lHE PROPERlY UUIT INFORMAlION IS ACCURATE. WSP CANADA INC. ACCEPTS NO \, I RESPONSlBlUlY FOR mr DIWAGES, SUFfERED BY IN( THIRD PARlY I'S A RESULT OF DECISIONS ! OR ACTIONS BASfD ON lHlS DRAWING.

ISSUED toR - REVISION:

1 2016/04/19 ISSUED FOR TENDER o 2015/12/15 ISSUED FOR CLIENT REVIEW

!S RE DAlE DESCRIPTION -,'

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3. DRAWING IS IN METRIC. WHOLE NUMBERS INDICATE MILLIMETRES, AND DECIMALIZED NUMBERS INDICATE PROJECT NO:

.----O-,,---.-----:MccAccN"C""H:-::O-:""LE=----.---=.---I 151-11353-00 METRES. DAlE:

2015/11/03 -6- HYDRANT ... ORIGlN.'J. SCALE:

1----"'-. --+--,.U-=Tc:-IL"'=,TY~P=-=O~L-=E,---I----"'---I 1: 1000

CIVIL

IF THIS BAA IS NOT 25mm LONG, ADJUST

YOUR PLOmNG SCALE .

2:;mm I --~~~ •

•

.' ~.

,: __ ~_-_~ __ ~_~-_-~_--~_-~_~~_~~~~_-~-_~ -_~~~ ~~_-';..,.i-_-_~~ _---_~ ~_--_-_-~~_~~~ _~-~_~ ___ ~_~ ~~_~~ ~_-__ :;..,.: __ ;..,. I' ________ !;..,.~ _~' ___ - ~_--_-_--_--_"--_--_--_--~_---_-_---_~_=_~~ '_T;..,.-_-_--'_-_-~-_~--_--_-_-=,;..,.--.... -,_--_-~_~_---_~-_-;..,.,_--_~_--_--====-==--~:.~~_-_ -_ -_--_ -_-_-_---ci===-=='-=--~=--==-==-_--_-==--='~'_--_--;..,.;-,=;..,.'i==================:===I==_-_-~-_-_--_---_---_--_~ -_-~-_~~~_-_~~ ... _--_-_-~-_~ ~_~~ _-~=~'-=- : i

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SEC. 14, TWP. 15, RGE. 05 E.P.M.

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,-~-~ ----- ----THP ----- ------------':fl5----~- ~ --- ... -- .- -~ -- -----~----·HP---- --- -~ ------------.·H'"P~----- - ,__________"HP~;7; --------------.HP----- .

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CEDAR LAKE ROAD

i I ./"" 90' LONG RADIUS BEND "!I Nt J--f ~_/~~~~~~-~~-~----------------------------~~----------_______________________ -J~~~t _________ ~~

STATION CHAINAGE IS MEASURED ALONG THE CENTRELINE OF PROP. PIPE WITH 0+00 BEING THE WEST It. OF SPRUCE ROAD R/O/W

-"" --HP----'- --- -"~---------------

STATION CHAINAGE IS MEASURED ALONG THE CENTRELINE OF PROP. PIPE WITH 0+00 BEING THE WEST It. OF SPRUCE ROAD R/O/W

ROAD Cl

17.40

SOUTH Ii'

ROAD Cl

~-~-~-~

SEC. 14, TWP. 15, RGE. 05 E.P.M.

CEDAR LAKE ROAD

I

MATCHLINE STA. 2+00 SEE DWG. C04

FOR CONTINUATION

18.31

SOUTH Ii'


1. LOCATION OF UNDERGROUND STRUCTURES AS SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE. NO GUARANTEE IS GIVEN THAT ALL EXISTING UTILITIES ARE SHOWN OR THAT THE GIVEN LOCATIONS ARE EXACT. CONFIRMATION OF EXISTENCE AND EXACT LOCATION OF ALL SERVICES MUST BE OBTAINED FROM THE INDIVIDUAL UTILITIES BEFORE PROCEEDING WITH CONSTRUCTION.

2.

3.

DESCRIPTION OF PROPERTY LIMITS, AND EXISTING AND/OR PROPOSED FEATURES RELATIVE TO THESE LIMITS AS SHOWN ON THIS DRAWING DO NOT REPRESENT A LEGAL SURVEY. WSP CANADA INC MAKES NO REPRESENTATION OR GUARANTEE THAT THE PROPERTY LIMIT INFORMATION IS ACCURATE. WSP CANADA INC ACCEPTS NO RESPONSIBILITY FOR DAMAGES, IF ANY, SUFFERED BY ANY THIRD PARTY AS A RESULT OF DECISIONS OR ACTIONS BASED ON THIS DRAWING.

DRAWING IS IN METRIC. WHOLE NUMBERS INDICATE MILLIMETRES, AND DECIMALIZED NUMBERS INDICATE METRES.

WSP 1600 BUFFALO PLACE WINNIPEG, MANITOBA

CANADA R3T 668 PHONE: 204-477-6650 FAX: 204-474-2864

WWW.WSPGROUP.COM

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Canada I I I I

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Certilieat. of A_lion

wsp canada nco No. 5lfiJ Dat", Apr! 19, 2015

CUENT:

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CUENT REF. #: CLlENL H

PROJECT:


KEY PlAN:

DlSCl;\IMER: Du~i~ THIS DRAWING AND DESIGN IS COPYRIGHT PROl£CTED YMlCH SHALL NOT BE USED, OR REImJ "mOUT "'lnEN PER.'~ON BY "'" CANADA ~C """nDN OF ."":::'iiiANi'U1 smuCTURES N5 SHOWN ARE BASED ON THE BEST ! I AVAli!BLE sur 0':" I>UI IS GIVEN 'THAT AI..l ExtsnNG ununES ARE ~ ~~ THAT THE GlVEN • ARE EXACT. CONRRMAnDN OF EX'STENCE AND EXACf lDCA110N OF All J!~,'" '!~ BE O,""N':" _~ THE INOMDUAL UlIUlIES BEFORE PROCEEDING Wffil CONSTRUCTION, THE WfrRACroo- $Hili CHECK AND IfrnffY AlL Dlt.lENSIOOS ANI) UllUTY LOCAl100S AND!P:'~!.~ .~_~~ OMISSlOOS PRIOR TO COMMENCING 'ftQRK. DESCRIPTION OF PROPERTY UIdITS, AND~-Ei~~ AND/OR PROPOSED FEATURES RELATM: TO lHESE muTS ~ SHOWN ON lHlS ~;;W1;;':-JNG&'j oo~'~ NDTI <.( REPRfSENT A lEGAl sUR\£i. VIS? CANADA INC. MAKES NO REPRESENTATION v~ THAT mE PROPERJY UMIT INFORMA1ION IS ACCURAT£. WSP CANADA ING. ACCEPTS NO RESPONSlBIL!IY FOR Nrf OANAGES, SUFFERED B'f »rf 111lRO PARTY IS A RESUlT OF I OR ACTIONS IWiEO ON THIS DRAWING.

ISSUED FOR - REVISION:

, ~~~-------+--------------------~--~

1 12016/04/19 I~~III'.D FOR o 12015/1415 1~~llm FOR CLIENT

IS RE DATE DESCRIPTION

PROJICT NO: 12_00 12.00 o )LE • 151 11353 00

DATE:

2015/11/03 10.57 9.87±

7.83

I/FlIFlIFlIFlIF

1'~~~fS1#'

PROPOSED, \ I FORCEMAIN 0

I / EXISllNG 00 FORCEMAINS

STA 1+66 CROSS-SECTION DETAil N.T~S.

PROPOSED \r.... FORCEMAIN V

9.46 9.35

7.32

VRIFlII=iII=i11'

~SJt!:" I / EXISTING 00 FORCEMAINS

STA 9+93 CROSS-SECTION DETAIL N~T~S~

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SHEEr NUMBER:


YOUR PLOmNG SCAlE.

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COn~C04 I I TOP OF EXISTING DYKE ~ CUE'~: "''i'oFESS\O'''~ ~ '1 (TO BE REMOVED) ~--/Y '"

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~~~L~A~G~O~O~N-C~O~N~N~E~C~T~IO~N~D~E~T~A~IL~

I < I I C04iC04 N, T.S. ~ I :'1

I' I ~ I I I I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I '" I I I I ~ EXISTING DYKE I I

TO BE REMOVED

,.--., ,~ '-'----: :-

_ ''-..... I 1 I t'~ Y' ~'T' '~. n ...• \I,~lii!'U

R.M. OF SPRINGFIELD

ClJENT REF. n, CUENLREFERENCCU PROJECT:


DISClAIMER: COPYRIGHT:

-1' ., . '

lHlS DRAWING AND DESIGN IS COPYRIGHT PROJECTED 'MUCH SHAll. NOT 8E usrn, REPRODUCED I

OR_ REVISED WITHOUT YlRITTEN PERMISSION BY wsP CANADA INC, LOCATION OF UNDERGROUND i , SJRUCTURES IS SHOWN ARE BASED ON lHE BEST INfORMATION AVAII.ABLE BUT NO GUARANTEE , IS GI\I£N THAT ALl EXISTING UTlUTIES ARE SHOWN OR THAT M GM}j lOCAllONS ME EXACT. I I

CONFlRW\.TiON OF EXISTENCE AND EXACT LOCATION OF All SERVICES !.lUST BE OBTAINED FROM I' : THE INDMDlIAL UTIU11ES BEFORE PROCEE01NG WITH CONSTRUC1JON. lHE CONtRACTOR SHAll. I ,

CHECK AND \'ERIFY ALl ODIDlstONS AND UTlUTY LOCAlIONS AND REPORT AlL ERROOS AND I I

OMISSIONS PRIOR TO COMMENCING WORK. D£SCRlPllotl OF PROPERlY UMIlS, AND EXISl1J.lG ! i AND/OR PROPOSED FEATURES RElJ,TIVE m 111ESE UMITS PS SHOWN ON ilIlS DRAWING 00 NOT ) , REPRESENT A LEGAL SURVEY. W$P CANADA INC. MAKES NO REPRESENTATION OR GUARANlEE ,," .,::. !. ~~:'o~At«U~~m,R~~: fN~RA~ p~ ~~ ~~~ v l' OR ACTIONS BASED ON THIS DRAWING. ;

i i

ISSUED FOR - REVISION: i '

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1. ALL PROPOSED FORCEMAIN SOUTH OF CEDAR LAKE ROAD SHALL BE INSTALLED BY TRENCH LESS METHODS

+ c..o 1 2016/04/19 ISSUED FOR TENDER o 2015/12/15 ISSUED FOR CUENT REVIEW

\ P~~ED~ « IS RE DATE DESCRIPTION t", ,

\ ~~ ___ ~F~O~RC~EMMA~IN~_===~tt~~;~~~~~~~~~~~~~=====~'====~~~=======~:;;;;;~;;====================================~ ____ ~==============================~r-(f) ~ ..1 ::r:::,., ':.':. ,:!,~, ,..,V A 'VV ori

I · V DEPTH AND LOCATION OF EXISTING FM TO BE I ," ~v, v'v~ N / . CA'" I "'" <''''v I. DETERMINED AT TIME OF CONSTRUCTION FORCEMAIN

PROJECT NO:

151-11353-00 OR~INAL SCALE:

1:1000

DA1£,

2015/11/03

/it -RADIUS BEND r---r-- ----~--w D}---I_D 0 I I ° _ _ 3- DESIGNED BY:

IF ms BAR IS NOT 25mm LONG, ADJUST

YOUR PLOTIING SCAlE.

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PROPOSED ~5:~li -~ ...... -~ ~ ~~is~N~~~M L~;~I~ND~:MINED FORCEMAIN ~ i AT TIME OF CONSTRUCTION

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KP DRAWN ffI,

KP CHECKED ffI:

MPM/WHB 25mm

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12.00

STATION CHAINAGE IS MEASURED ALONG THE CENTRELINE OF PROP. PIPE WITH 1 +00 BEING THE SOUTH It OF CEDAR LAKE ROAD R/O/W

II 1« rX-"--l5V CIVIL


1 . LOCATION OF UNDERGROUND STRUCTURES AS SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE. NO GUARANTEE IS GIVEN THAT ALL EXISTING UTILITIES ARE SHOWN OR THAT THE GIVEN LOCATIONS ARE EXACT. CONFIRMATION OF EXISTENCE AND EXACT LOCATION OF ALL SERVICES MUST BE OBTAINED FROM THE INDIVIDUAL UTILITIES BEFORE PROCEEDING WITH CONSTRUCTION.

<> HYDRANT • ~ FENCE LINE • UTILITY POLE - --,- HYDRO

GUY WIRE - , , . - GAS MAIN o GATE VALVE ~ ~ ~ MTS

SIGN DIRECTION OF FLOW ...

SEWAGE FORCEMAIN WASTEWATER STABILIZATION POND

2. DESCRIPTION OF PROPERTY LIMITS, AND EXISTING AND/OR PROPOSED FEATURES RELATIVE 181 MTS PEDESTAL --, -- WATERMAIN TO THESE LIMITS AS SHOWN ON THIS DRAWING DO NOT REPRESENT A LEGAL SURVEY. fit SURVEY BAR _wVjs_ WASTEWATER -.JJY!~ SHEEr NUMBER: WSP CANADA INC MAKES NO REPRESENTATION OR GUARANTEE THAT THE PROPERTY LIMIT r-~--"'.~-+~---":;;C""LEA~N"'Oc;::;U';:'T~~+-.. t;;:;-c-o -·+-.==,:;FMF=-j~~-':F::;O;;,R;.;"C';::E;.c;MA7:I7:N'--~r=F.I}1i"'""=-J INFORMATION IS ACCURATE. WSP CANADA INC ACCEPTS NO RESPONSIBILITY FOR DAMAGES, MANUAL AIR RELEASE OMAR _!,.P2_ LOW PRESSURE SEWER _\f~_ IF ANY, SUFFERED BY ANY THIRD PARTY AS A RESULT OF DECISIONS OR ACTIONS BASED SHEEr I: 5 OF 15 ON THIS DRAWING. ( J CULVERT ( ] 99.000 GROUND ELEVATION 99.000 ISSUE, REV I ' '

DITCH / SWALE - Co- ~99.000::: DITCH ELEVATION 199.000 I i I

C04

3. DRAWING IS IN METRIC. WHOLE NUMBERS INDICATE MILLIMETRES, AND DECIMALIZED ~ TREE OR SHRUB LINE '99.000' ROAD ELEVATION 99.000) ISSUED FOR TENDER 0 I. I N UMBERS IN D ICA TE M ETR ES. t-~E::':X:::IS:;T:7'1 N:::G~r:.:=....:::~LE~G~E.::N7.:D~..:.1.:.::.:...t-;P:::R:::O:::P:::O:::S~ED~-:E~X:::IS~T~IN'::G~t-...!.l~~L-;:E;::G~EN~D~~-~P;::R~O~P:::O~S~E~D:1 DAIT OF, 2016/04/19 ,_~~ I i

~ :"_ --~-":~1 L-_'~-'-_'-'-M -, .-_ ,-~.-.. _"-'"_,_-.. -" - .. -_.".-.~-, .. -,-. -, . -.,-~-,~-. -.-. -, -.. -.-,_~_-,. -, --... -. ,,-.-.. -. ,-.. -~~-~-.,-. __ .-, -.. -.-.. -~-_-.. -. -,,-, .-... -_-_~-~-_-:j_-_-,-,~--_-__ ._7l-_-,-,_-_-,,-_~-__ -_-_-_-~-_-.. ~-_"_~-,-."_.-_-._."-____ -.-, ~-,-:. _-.-... _-~-.... _-'"."-"_'_-_-,-~ .. -.. -.~-.. ~--, ".-_,_.-~~~-_.-,-,~.--,.-" .. _-"" _-_ ... -_~-_.'"-~ ~-_-.. __ -... -_-:-l_-.. -.. ~-~ ,-.~,,-_-,_-,,-~-,~-_-_-__ -.-~~~-:;_-_-,, __ TA_ -_-_-_ .. _.-_-_M-'~-,_-" _-~-~.-_,~-,7.~==-_-_-~-._ -_ -_ -_-~.=~~==~=~::~:~'·=~====.-_-:I~ ... _~," _"" _~ _'"' _-_-__ ,, __ I..~_.i,;,~_ ",_, ~:~.I. _-_..lo.Q:~~::.:;-;' -~ .. "'; .. j __ -__ ==.\; ... ,,_~_ .. ,,_;:,l,_'-_,-_-'''.-~ ___ -.~-< ~.I._ .. __ .. , ... ,~ ..... _.l.,:.;;.~Milo.,"'._-'-"'._-_""_-,_-~-.,J-;-_''';..., ...:.-. __ .-_.,,-... _-, ~-.-.~-,_-_-_.-_-~-.... _-.:-., __ -~-~~-,~-,-_-._ ... -, . .J_,_.-,.-__ ,,-,_-_'_~-.. ...J~ ~J :

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PROPOSED LOCATION OF REMOVED DYKE FILL ___ , MATERIAL ------1

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PRIMARY CELL

C

1,3.000 1

1 I r FSL RIP RAP 1.¥

~I' 8 CONCRETE 1'--- EXISTING ,,~ SPLASH~:kW' DYKE ~ , j PAD " ~ "

9.95± 2.00

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~ 1- 4.41±

/ t1-L:: EXISTING

~===~:..J:,:s~t~~~"" 1.00m CLAY - "" LINER

CLAY BENTONITE, TYPICAL ~ ~ 400 FM

ON ALL PIPE PENETRATIONS GATE~ 250 FM THROUGH CLAY LINER VALVE

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A LAGOON CONNECTION DETAIL N.T.S.

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ALL PROPOSED FORCEMAIN SOUTH OF CEDAR LAKE ROAD SHALL BE INSTALLED BY TRENCH LESS METHODS

STATION CHAINAGE IS MEASURED ALONG THE CENTRELINE OF PROP. PIPE WITH 1 +00 BEING THE SOUTH I( OF CEDAR LAKE ROAD R/O/W

o on N

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DYKE 3.00

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~=====~~~~~~"'P'/' "- 1.00m CLAY '----r--"- '-.-LJ,I 2.20 - I ~ n LINER 400 FM / -I'

CLAY BENTONITE, TYPICAL --.J ~==============:::;:O===lP ON ALL PIPE PENETRATIONS GATE J THROUGH CLAY LINER VALVE

C LAGOON CONNECTION DETAIL N.T.S.

I

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EXISTING CONCRETE SPLASH PAD ---~

103.09

/

/ /

/ /

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PROPOSED CONCRETE SPLASH PAD

____ ~PROP~~~£ 400

/


1. LOCATION OF UNDERGROUND STRUCTURES AS SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE. NO GUARANTEE IS

certifICate of Authorization

wsp canada I:lc.

No.5750 Dat", April 19, 2016

CUOO:

II

R.M. OF SPRINGFIELD

CUOO REf. I: CUEN'CREFERENCE...#

PROJECT:


KEY PlAN:

DISClAIMER: COPYRIGHT: THIS DRAWING AND DESIGN IS COPYRIGHT PROTEClED 'MilCH SHALL NOT 6E USED, REPRQOUCEO OR REVISED 'M1HOUT WRimN PERMiSSION BY WSp CmAfJA me. lOQl.,llON OF UNDERGROUND S1RUCTURES AS SHOWN ARE BASED ON ll-I£ BEST INfORMAllOt-I AVAllABlE BUT NO GlJARANTEE IS GIVEN 'THAT AlL EXIST1NG ununES ARE SHOWN OR WT THE GIllEN LOCATIONS ARE EXACT. CONARW.llON Of EXIS1£NCE AND EXACT lOCATION Of All SERVICES MUST BE OBTAINED FROM 1lIE INDMDUAI.. unUllES BEFORE PROCEEDING WITH CONSTRUCTION. THE COOlRACTOR SHALL

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GIVEN THAT ALL EXISTING UTILITIES ARE SHOWN OR THAT THE GIVEN LOCATIONS ARE EXACT. CONFIRMATION OF EXISTENCE AND

a-tECK AND VERIFY ALl DIMENSIONS AND UTIUTY LOCATIONS AND REPORT Ali ERRORS AND OMISSIONS PRIOR TO COMMENCING Y«lRK. OESCR!?JiON OF PROPERlY m4[fS, AND EXISTING j ! AND/OR PROPOSEO FEATURES RELATIVE TO llIESE UMfTS-AS SHOWN ON mls DRAWING 00 NOT ; ,

EXACT LOCATION OF ALL SERVICES MUST BE OBTAINED FROM THE INDIVIDUAL UTILITIES BEFORE PROCEEDING WITH CONSTRUCTION.

REPRESENT A LEGAL SURVEY. WSP OOWJA INC. !.lAKES NO REPRESENTATION OR GUARANTEE ... J-. : I TIiAT mE PROPERlY U~!T lNFORMAllON IS ACCURA'IE. WSP CANAl)A INC. ACCEPTS NO I,!

RESPONSIBIUTY FOR #ti DAMAGES, SUFF£R£I) IJ'( JNf THIRD PARTY AS A RESULT OF DECISIONS : !

2. DESCRIPTION OF PROPERTY LIMITS, AND EXISTING AND/OR PROPOSED FEATURES RELATIVE TO THESE LIMITS AS SHOWN ON THIS DRAWING DO NOT REPRESENT A LEGAL SURVEY. WSP CANADA INC MAKES NO REPRESENTATION OR GUARANTEE THAT THE PROPERTY LIMIT INFORMATION IS ACCURATE. WSP CANADA INC ACCEPTS NO RESPONSIBILITY FOR DAMAGES, IF ANY, SUFFERED BY ANY THIRD PARTY AS A RESULT OF DECISIONS OR ACTIONS BASED ON THIS DRAWING.

3. DRAWING IS IN METRIC. WHOLE NUMBERS INDICATE MILLIMETRES, AND DECIMALIZED NUMBERS INDICATE METRES.

OR ACllOOS BASED ON THIS DRAWiNG.

ISSUED FDR .... REVISION;

1 2016/04/19 ISSUED FOR TENDER o 2015/12/15 ISSUED FOR CUENT REVIEW

IS RE DAlE

PROJECT NO: r---Occ----,---~MccAccN~H~OccLEcc---~-~.r----I151-11353-00

-6 HYDRANT ... OR~NAl. SCAI.£ f-----'."--j---;-U""T;;.-IL~ITY~P::';O""L-;;:E---j------''"--------l 1: 1 000

t-- GUY WIRE DESIGNED BY: ~--~0~--r---~G~A~TE~~~A~LV~E~--1----~~~KP

SIGN DRAWN BY: ~--~0~--r-~M~T=S~P=ED~E~S=TA~L---4------~KP

fit SU RVEY BAR CHECKED BY: 1------'.!:..---+-----"7C-'-'LEA==N=-=-Oc"UT==--4-~"~co----I MPM/WHB

f----:,===c;-t-'M:::A.::.N.:.::U"-A::=L:-:-:-:A'CIR=R:=E:'::L==EAS-=E=-+~=O::.:M~A~R~ DISCIPUNE: C ____ J CULVERT C ____ J

~ DITCH / SWALE 1IIl..E:

~ TREE OR SHRUB LINE i3 0 0 FENCE LINE

CIVIL

DESCRIPTION

DA18

2015/11/03

IF THIS BAA IS NOT 25mm LONG, AOJUSf

YOUR PlQmNG SCAlE.

25mm

HYDRO GAS MAIN

SEWAGE FORCEMAIN WASTEWATER STABILIZATION POND

MTS DIRECTION OF FLOW

WATERMAIN ...

__ WVJS__ WASTEWATER -J!J!!i!...- SHEET NUMBEIO ~==~F~M==~----~F~O~R~C~E~M~A~IN~--~===F~~~~

LPS _ ... --SHEET I: ISSUE:

C05 6 OF 15

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TABLE BOX

• PVC L SECTIO

OWER N

MIN. 2 5mm SQ. EXTENS ION SPINDLE

6 -----:i' ~'-__ --L.J/rJ ~ 32

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BOX TO BE CTED AGAINST AL MOVEMENT

BACKFILLING COVER SECTION

AWWA C509 GATE VALVE

t.!) z W ....J

CjW PUSH-ON JOINTS (FOR PVC PIPE) CjW FLANGED JOINTS WITH S.S. NUTS & BOLTS (FOR P.E. PIPE)

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GATE VALVE INSTALLATION N.T.S.

h IT. [tJ ~'--7 §!~i

BEDDING--.I BOTTOM OF TRENCH -

L IT L[]3 ',~ 8j ~ BEDDING~ ~

BOTTOM OF TRENCH

EXCAVATION FOR BEDDING

CLASS 'A', 'B' AND 'C'

EXCAVATION FOR BEDDING

CLASS 'B' AND 'c'

BACKFILL ----'r ....

BEDDING SAND --.:i='-'-jC---

BEDDING SAND --====::::;;'j CLASS 'B' BEDDING

(REQUIRED)

PIPE BEDDING N.T.S.

(AT TIE-INS AND APPURTENANCES)

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FIVE 90mm BANDS, FULL CIRCUMFERENCE 3 BANDS OF ORANGE OR YELLOW RETRO-REFLECTIVE SHEETING, MIN. LEVEL 3 (HIGH INTENSITY) 2 BANDS OF BLACK VINYL

ADHESIVE LABEL (SUPPLIED BY CONTRACTOR)

90mm¢ WHITE POL YPOST, OR 75-100mm¢ WHITE WOOD POST

INFRASTRUCTURE AND TRANSPORTATION

PROPERTY UNE

90' - HDPE

NOTE: 1. SAND BEDDING REQUIRED FOR

ALL APPURTENANCES

ELBOW cjw BLIND FLANGE 2. TEE, VALVE, LEAD, AND RISER PIPE TO BE SAME SIZE AND DR AS FORCEMAIN

1000 MIN. 1200 MAX

FINISHED ELEVATION

GAS MAIN (AT SOME LOCATIONS)

1-'~7ti lJt-'!:. PIPE

X600X150 CONCRETE BLOCK

90' - HDPE FUSED ELBOW

THRUST BLOCK POURED AGAINST UNDISTURBED SOIL (TYP)

CLEANOUT DETAIL N.T.S.

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DWG C158 FOR GATE VALVE INSTALLATION DETAIL

150 MIN, 450 MAX

VALVE BOX WITH HINGED UD

VALVE THRUST BLOCK POURED

AGAINST UNDISTURBED SOIL (TYP)

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BOTTOM OF CELL

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3.75

SPLASH PAD DETAIL N.T.S.

750

o o t'l

50 X 150 X 5 WELDED WIRE FABRIC

3.00

PIPE INLET

45' ELBOW Cjw FLANGED OR FUSED CONNECTION

CONCRETE THRUST BLOCK

RIP RAP GRADATION: - 75% OF RIPRAP SHALL BE 150mm DIAMETER OR GREATER - MAXIMUM SIZE OF RIPRAP SHALL BE 200mm DIAMETER - MINIMUM SIZE OF RIPRAP SHALL BE 100mm DIAMETER

riQIE; SPLASH PAD MAY BE CAST IN PLACE OR PRE-CAST

SPLASH PAD SECTION

RIP RAP

CONSULTANT:

WSP 1600 BUffAlO PLACE 'MNNIPEG. MANITOBA


WWW.WSPGROUP.COM

Canada ...,..' i' , I I i, , '

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certificate of Authorization

WSP Canada Ilc.

No. 5750 Dat<> Apr! 19, 2016

cmlT:

R.M. OF SPRINGFIELD

CUENT REf. I/: ClIENT.J1EFERENCL#

PROJECT:


KEY PLAN:

DISClAIMER: COP'fR1GHT: TIllS ORA'lI1NG AND DESIGN IS COPYRIGHT PRQTEClID \'MICH SHAll. NOT BE usm, REPRODUCED OR RE'ASED 'R'ITIlOUT ¥oRITIDl PERMISSION BY WSf' CANADA INC. 1JX'.ATlON OF UNDERGROUND SlRUCTURES AS SHOWN ARE BASED ON THE Bf.Sf INFORMATION AVAIlABlE BUT NO GUARAHfEE IS GIVEN lHAT All EXISllNG UllUTIES ARE SHOWN OR THAT THE GIVEN LOCATIONS ARE EXACT. CONFlRMATlON OF EXISTENCE AND EYJ.CT LOCATION OF AlL SERVIC£S MUST BE OBTAINED FROM THE INOMDUAl UTlunrs BEFORE PROC£EDING WITH CONSTRUCTION. THE CONTRACTOR SHAll a-tECt; AND 'vmfY AlL DIMENSIONS AND UlR.ITY LOCA llONS AND REPORT AlL fRROOS AND OMISSIONS PRIOR TO COMMENCING WORK. DESCRIPTION OF PROPERTY UMIlS, AND EXISIlNG AND/OR PROPOSED F'£AllJRES RB.AllVE 10 THESE UMfTS AS SHOWN ON TIllS DRAWING DO troT REPRESOO A LEM. SURVEY. ViSP CAW.IM INC. MAKES NO REPRESENTATION OR GUARANTEE ''''.r THAT THE PROPERlY UMIT INfORMATlON IS ACCURATE. WSP CANADA INC. ACC&TS NO RESPONSIBILflY FUR ANi DAMAGES, SUFFERED BY Nf{ THIRD FARlY AS A RESULT OF DECISIONS OR .AC1lONS BASED ON nils DRAWING..


2016/04/19 ISSUED FOR TENDER o 2015/12/15 ISSUED FOR CLIENT REVIEW

IS RE DATE DESCRIPTION

PROJECT NO:

151-11353-00 DATE:

2015/11/03 ORIGINAl.. SCALE::

1:1000 DESIGNED BY:

KP DRAWN BY:

KP CHECKED BY:

MPM/WHB DISCI PUN£:

TITlE:

SHEEr NUMBER:

CIVIL


YOUR PLOTnNG SCAlE.

25mm

SEWAGE FORCEMAIN MISCELLANEOUS DETAILS

C06

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1-- L ________________________________ -;-___ -;-___________ ~-----------------;--------"------,----------------T"""--------:-------:;-, _T""" ____________ ...l..;;DA;;;lE:..;Of;;.;:..;~~Ol..;6:../0:..;4/:..;1.;.9----------.l..---~,--1.

UTILITY MARKER SHEET ,: 7 Of 15

REV # ISSUE:

ISSUED FOR TENDER

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UNDERGROUND ---; UTILITY SERVICE BY UTILITY.

PROVIDE OVERSIZED SLEEVE

1

j 200A' 3P, WALL MOUNTED CSTE 22kAIC

~ -1 CSTE : 06> -- ~-L@ NEW1CX#3AWG ~ --- r -1 20QA,3P ,-------BARE CU MAIN', ~ fr\\ :

...... .l- ~ BREAKER 1 ------, 0-~ @IMTS <DA -~ --- :@I® 1 I r -------" COMMUNICATION CABLE

,- _________________ ~ __ ~ ~_C _____ -l--____ 1 ""'"",,= ''''::J® , 200A, 3P r- - c>:-----J m , AUTOMATIC' ' "-'I I TRANSFER i ' @ , SWITCH ~- - .Jf:'., I ' >--------0 I MAIN r 'l :

, DISCONNECT, ' I ' 200A, 3P,NF L _ J

I SPLInER, 200A, 600V, 3PH, 60HZ, 22 KAIC t----~8 :

I 19 . CT-2 (r-·--l·00A~120120BV30,4w-,-·1 ::: ~g~~~'2:~8 : (CT-1 (r- i PANELBOARD 12CCTS. 10KA 'L I I ~ I V,4W

I ,,' AM ',.. AM @ t ! ! ! t t --.- ----- _+-_J ,TRANSFORMER

: :...TVSS J 0 0 );~A)15A)15A)15A)50A 1) :~A 18 [----'

I @1 j;:lrnj ® rjm ® B 1P 1P 1P r 2P I sotvA , : @

: T '? BUILT-IN - ! L_Vr$.-- .--® ~ I I ! ~ , ~ TSTAT'Ir- j-@ ~ i ~F~i :

: !I !I m6vi GFI{ ,,--, '@' I I ii I \ HEATER 1 !, CONTROL r··-"-"-~ ... _ .. _ ... --' ','-"

, , "-'·-"-'·-·'-··-"-'1-'· ··-··r··- r,,----,---, ' -'-\ 1 <··_·._·._1._··_ .. _ .. _.·_·._ .. _·._ .. _.. .._ ... _ .. .J C'RCU'T :-J I I I I ~ -T----T--·-----·' .. --T-1.- -1- . .J- iii Iii H iii i i :

: i i i~~~~i",i iii II '---------r - --- --T --- --- -- - --T ----T-- --r ---r ----j-- ---j-' iii ! I Iii ~ @ ~ @ ~ 0>i 0--+ t--@+----@ t----@

~ ~ 0! ®® k~ k~ b COACH LIGHTING 1 WETWELL ~ ~ Pl

LIFT PUMP 60HP

P2 LIFT PUMP

60 HP

I

CIW PHOTOCELL i LIGHT FLH FLL (FLOAT (FLOAT

TOGENSET LOAD CENTER PANELBOARD

SWITCH SWITCH HIGH LEVEL) LOW

LEVEL)

SINGLE LINE DIAGRAM NTS

MOTOR SCHEDULE

HATCH SWITCHES

MOTOR STARTER FEEDER

NO. DESCRIPTION HP VOLTS/P FLA TYPE FUNCTION SIZE PL CONTROL TYPE RATING WIRE

1 LIFT PUMP NO.1 60 600VACI30 54 SOLID SOFT START STATE

3 LED RED AND

GREEN HOA CB 150AT 3C - #4 AWG CU,

2 LIFT PUMP NO.2 60 600VACI30 54 SOLID SOFT START STATE

3 LED RED AND

GREEN HOA CB 150AT 3C - #4 AWG CU.

GENERAL NOTES:

1. WET WELL IS A WET AND HUMID CATEGORY 1 LOCATION, A CATEGORY 2

CORROSIVE LOCATION, AND A CLASS I ZONE 2 LOCATION, REQUIRING

INTRINSICALLY SAFE OR EXPLOSION-PROOF GROUP D MATERIALS AND METHODS.

2. PROVIDE ALL MATERIAL AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL A COMPLETE AND OPERABLE ELECTRICAL

SYSTEMS AS INDICATED ON THE DRAWINGS, TO THE APPROVAL OF ALL

CURRENT LOCAL AND PROVINCIAL CODES, REGULATIONS AND THE LOCAL

INSPECTORS.

3. DRAWINGS FOR ELECTRICAL WORK ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY.

4. INSTALL ALL ELECTRICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, CONTRACT

DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS.

5. COORDINATE CONSTRUCTION OF ALL ELECTRICAL WORK WITH MECHANICAL PROCESSING. STRUCTURAL, CIVIL WORK ETC.

6. REVIEW SITE THOROUGHLY PRIOR TO BID AND DETERMINE CONDITIONS. 7. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND EQUIPMENT

UNDER THIS CONTRACT FOR A PERIOD OF 12 MONTHS AFTER FINAL PERFORMANCE OF CONTRACT IS ISSUED.

8. WHERE 'TYPICAL' IS USED, IT APPLIES TO ALL SIMILAR DEVICES ALSO

INDICATED ON PLANS.

9. DO NOT SCALE OF DRAWINGS, CONTRACTOR SHALL VERIFY ALL

DIMENSIONS PRIOR TO INSTALLATION. REPORT ANY DISCREPANCY TO THE CONSULTANT PRIOR TO ROUGH- IN.

10. TRENCHING AND BACKFILLING TO PROPERTY LINE BY ELECTRICAL

CONTRACTOR.

11. COORDINATE WITH MANITOBA HYDRO AND MTS. OWNER SHALL PAY

CUSTOMER CONTRIBUTION COSTS FOR ELECTRIC AND TELEPHONE

SERVICES.

12. ALL EQUIPMENT IN WET WELL SHALL BE WIRED WITH FACTORY CABLES.

DO NOT INSTALL BOXES OR MAKE CONNECTIONS IN WET WELL.

13. MEASURE MOTOR AMPS ON ALL UNGROUNDED CONDUCTORS UNDER

NORMAL LOAD CONDITIONS AND COMPARE WITH NAMEPLATE FULL LOAD

AMPS. REPORT ANY OVERLOAD OR EXCESSIVE UNBALANCES. 14. CONDUIT SHALL BE MINIMUM 21mm. EMT IN ORDINARY/DRY AREA. PVC IN

HUMIDIWETNERY CORROSIVE AREA. RGS IN HAZARDOUS AREA. 15. DO NOT CUT STRUCTURAL MEMBERS WITHOUT APPROVAL OF ENGINEER.

16. MOUNT ALL ELECTRICAL EQUIPMENT SECURELY TO THE STRUCTURE OR

EQUIPMENT FRAMING.

17. INTRINSICALLY SAFE AND NON-INTRINSICALLY SAFE WIRING MUST NOT BE

RUN IN THE SAME WIREWAY. 18. REFER TO OTHER DRAWINGS FOR ELEVATIONS AND DETAILS.

19. TRANSDUCER SHALL BE MOUNTED HIGH IN WETWELL AND ACCESSIBLE FROM LADDER. TRANSDUCER SHALL BE SELECTED AND INSTALLED TO

READ WETWELL LEVEL AT ANY HEIGHT DOWN TO WETWELL FLOOR

19. ANY MATERIALS BEING REMOVED SHALL BE OFFERED TO THE OWNER.

ACCEPTED MATERIALS SHALL BE PLACED ON SITE AT OWNERS

DIRECTION. DECLINED MATERIALS SHALL BE REMOVED FROM SITE TO APPROPRIATE RECYCLING FACILITY BY ELECTRICAL CONTRACTOR

20. EXISTING LIFT STATION TO REMAIN OPERATION DURING RENOVATION.

PROVIDE TEMPORARY MOBILE GENERATOR ON SITE DURING SHUTDOWN PERIOD OR DURING BYPASS PUMPING OF LIFT STATION.

21. ALL EQUIPMENT GROUND SHALL BE CONNECTED TO COMMON EARTH CONNECTION TERMINATING TO GROUNDING ELECTRODE.

22. ALL HARDWARE, HANGER AND SUPPORT IN THE WETWELL STATION

SHALL BE STAINLESS STEEL.

CONDUIT

27mm

27mm

REMARKS

FACTORY WIRED CABLE

FACTORY WIRED CABLE

CABLE SCHEDULE- INSTALLED BY CONTRACTOR SYMBOL LEGEND

ITEM MAIN CIRCUIT BREAKER

o 2

3

4

5 6

7

9

8

11

12

13

14

15

16

17

18

19

CABLE DESCRIPTION

1-4C X3/0 + GRND IN 75 MM DIA. RGSCONDUIT 1 C X 3AWG, BARE CU

LIFT PUMP 1 CABLE

LIFT PUMP 2 CABLE

3C X 12AWG CufTECK

3C X 12AWG CulTECK

COMMUNICATION CABLE

ULTRASONIC CABLE 3-1C 114AWG, CU, RW90

FLOAT CABLE - LOW ALARM

FLOAT CABLE - HIGH ALARM

HATCH SWITCH CABLE

3C x 118AWG Cu RWU90 in 27mm Conduit 4C x 1/2AWG Cu RWU90 in 35 mm Conduit 4C x 310 AWG Cu RWU90 + 1- 113AWG -G in 53mm Conduit 3C x 4 AWG Cu RWU90 + GROUND in 3Smm Conduit 2-1C 1112AWG, CU. RW90

3-1C #10AWG, CU, RW90

REMARKS

CONTRACTOR SUPPLIED CABLE


VENDOR SUPPLIED CABLE (INSTALLED BY CONTRACTOR)

VENDOR SUPPLIED CABLE (INSTALLED BY CONTRACTOR)



MTS SUPPLIED CABLE

FACTORY WIRED CABLE

FACTORY INSTALLED CABLE

FIELD WIRING, CONTRACTOR SUPPLIED AND INSTAlLED CABLE

FIELD WIRING, CONTRACTOR SUPPLIED AND INSTALLED CABLE




FIELD WIRING. CONTRACTOR SUPPLIED AND INSTAUED CABLE




UTILITY METERING

MANUAL TRANSFER SWITCH

MAIN DISCONNECT SWITCH

MOTOR CIRCUIT PROTECTOR

CURRENT TRANSFORMER

AMMETER

DISTRIBUTION TRANSFORMER

LIFT PUMP MOTOR

GENERATOR SET

OUTDOOR RECEPTACLE

FUSE

GROUNDING ROD CONNECTION

HPS LIGHTING FIXTURE

KEYNOTES: PIT LIGHTING FIXTURE

@

® ill ® o (j)

o

®

@

@

@

@

-

GROUND VIA 113/0 AWG Cu. ELECTRODE SHALL CONSIST OF THREE 3m X 19mm DIA COPPER CLAD GROUND RODS INTERCONNECTED BY 11310 AWG BARE COPPER CONDUCTOR BY THERMIT PROCESS. KEEP RODS SEPARATED BY 3m. COORDINATE LOCATION. BOND REBAR OF CONTROL PANEL PAD TO GROUND ELECTRODE. PROVIDE PHASE LOSS PROTECTION. WIRE OUTPUT STATUS TO PANEL CONTROLLER FOR ALARM MONITORING. PROVIDE SERVICE ENTRANCE RATED 200A-3P MAIN CIRCUIT BREAKER IN NEMA 3R ENCLOSURE. PROVIDE METER SOCKET INSTALLED AS PER MB HYDRO STANDARD. PROVIDE 24V POWER SUPPLY AND INTRINSICALLY SAFE BARRIERS FOR WIRING TO FLOAT SWITCHES. SOFT STARTER SHALL HAVE BYPASS CONTACTOR AND CURRENT LIMITER FEATURE. REFER TO SPECIFICATION FOR DETAILS. BREAKER INSTANTANEOUS TO BE ADJUSTABLE FROM 5X-10X.

FLYGT CONTROL PANEL, SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. REFER TO SPECIFICATION FOR DETAILS AND REQUIREMENT. PROVIDE 65mm0 RPVC FOR MTS TELEPHONE SERVICE FROM CONTROL PANEL TO MTS PEDESTAL CIW PULL OORD TO PROPERTY LINE. TRENCHING AND BACKFILLING TO PROPERTY LINE BY ELECTRICAL CONTRACTOR. UTILITY COST CONTRIBUTION BY OWNER. CONFIRM CONDUIT ROUTING WITH MTS PRIOR TO ROUGH-IN. DISCONNECT AND REMOVE EXISTING SERVICE. EXISTING LIFT STATION CONTROL PANEL AND ASSOCIATED INSTRUMENTATION CONTROL WIRING TO BE DECOMMISSIONED WHEN NEW SYSTEM IS IN-PLACE AND OPERATIONAL DISCONNECT AND REMOVE EXISTING LIGHTING, POWER DISTRIBUTION, INSTRUMENTATION AND CONTROL SYSTEM AND ALL ASSOCIATED ACCESSORIES. COORDINATE WITH OWNER PRIOR TO REMOVING EXISTING. COORDINATE WITH MB HYDRO AND MTS FOR THE DISCONNECTION AND REMOVAL OF THE EXISTING ELECTRICAL AND TELEPHONE SERVICE. PROVIDE TVSSISPD CIW CIRCUIT BREAKER. WIRING SHALL BE AS SHORT AS PRACTICABLE, MAX LENGTH 350mm. TVSS SHALL BE 120KA PER PHASE. TVSSISPD TO BE INSTALLED INTO PANEL. WIRE OUTPUT STATUS TO PANEL CONTROLLER FOR ALARM MONITORING. SUPPLY AND INSTALL NEW WALL PACK, EXPLOSION PROOF LIGHT LUMINAIRE BY APPLETON CAT. NO. ALB1575-CG. OPEN TYPE AUTOMATIC TRANSFER SWITCH SUPPLIED BY GENERATOR SUPPLIER, INSTALLED AND INTEGRATED IN CONTROL PANEL BY PANEL BUILDER. WIRE STATUS CONTACTS TO CONTROL PANEL CONTROLLER WIRE FIVE ATS SIGNALS TO CONTROL PANEL CONTROLLER, ATS SWITCH IN NORMAL POSITION, ATS SWITCH IN EMERGENCY POSITION, ATS NOT IN AUTO, ATS NORMAL SOURCE AVAILABLE. ATS STANDBY SOURCE AVAILABLE. WIRE FIVE GENSET SIGNALS TO CONTROL PANEL CONTROLLER, GENSET RUNNING, GENSET COMMON TROUBLE, GENSET LOW FUEL, GENSET FAIL TO START, GENSET FUEL LEAKAGE ALARM. SUPPLY AND INSTALL FLOOR MOUNTED TRANSFORMER IN NEMA 3R ENCLOSURE BY REX MANUFACTURING, HAMMOND OR APPROVED EQUAL. T-CONNECTED WINDING NOT ACCEPTABLE. PROVIDE WINTERIZED GENERATOR SET. 150KW, 600VAC, 3 PHASE FOUR WIRE, WEATHERPROOF. SOUNDPROOF ON STRUCTURAL PAD. SEE SPECIFICATION. PROVIDE 500VA UNINTERRUPTIBLE POWER SUPPLY (UPS). WIRE STATUS OUTPUT TO PANEL CONTROLLER FOR ALARM MONITORING.

EXISTING CONTROL PANEL

APPROXIMATE ASPEN DRIVE

CUSTOMER SERVICE TERMINAL ENCLOSURE

SERVICE ENTRANCE MB HYDRO

SOFT STARTER

CONTROL CABLES IN PANEL

POWER WIRING INSIDE PANEL

ENCLOSURE LIMIT

FIELD WIRING I UNDERGROUND

EQUIPMENT LIMIT

LOCATIO:T~Fp~~I~i~~~~ ~_ ... __ 8 ___ ~ ___ NEW;:-~~;;:~~:~;~-':~g-?-R __ _

8 -- --, ' CN{ 4.SM POLE. SEE E02. \ - --l \ I. ('.:; \ IV

I, V --I l!2i1! - NEW PULL BOX/BARRIER FOR POWER

9 i -L '=i ~,\-c-.1 AND CONTROL CABLE

(j) "J--r :>8-{~. I' ~,PROPOSED CHAIN LINK e; V -~Fr' F CE BY OTHERS

m r u -I", P'~ LlMIT~ISTINGCHAINLINKFENCE 1 -..... ....

WITH ROLLER \ GENSET. 150KW, 3PH, 600 w:;

1 _____ NEW UNDERGROUND CABLE ~ EXISTING LIFT STATION ....--- TO TRANSFORMER BY MB HYDRO. ....

SUMP \ ROUTING TO BE CONFIRMED ........ 1 BY HYDRO. ........ 1 .... 1

( '\ ELECTRICAL SITE PLAN NTS

<XlNSULTAN.T:

WSP 1600 BUFFAlO PLACE WINNIPEG. MANITOBA

CANAOA R3T 688 PHONE: 204-477-6650 FAX: 204-474-2864

WWW.WSPGROUP.COM

Canada

~.APi5Gm Cerlificale of AuIhorizaIion

WSPcanadam

No.5750 Oat., April 19, 2016

CUENT:

R.M. OF SPRINGFIELD

CUENT REF. N: CUENT REFERENCE..#

PROJECT,


KEY PLAN:

DISCLAIMER: COPYRIGHT: THIS DRA'MNG AND DESIGN IS COPVRlGHT PROTECTED ,,*Uct1 SHAll Nor BE USED, REPROOOCEO OR REVISED V!1THOUT \ftR1T1£N PERMISSION B'f WSP CANADA INC. lOCATlON OF UHOERGROUNO STRUCTURES f.S SiiOWN ARE BASED ON lHE BEST INFORWt.iION AVAItABLE aur NO GUARANTEE IS GWEN TW.r AI.1 EXISTING UTII.JflES ARE SHOWN OR lHAT THE G!\I£N lOCA11ONS ARE EXACT. CONARMATION OF EXISlENCE ANI) EXACT lOCA.T10N Of' AiL SERVICES uusr BE OBTAINED FROM THE lNOMDUAL UTIUnES BEFQRE PROCEEDING WiTH CONSTRUCTION. ~E CONTRACTOR SHALl (}IECI{ AND YrnlfY ALl DIMENSIONS AND UllUT¥ LOCATIONS AND REPORT ALL ERRORS AND otIlSSlQNS PRlOO TO COMMENCING WORK. OESCRIPTION Of PROPERlY UMIlS, AND EXISTING

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AND/OR PROPOSED FFARJRES RElATM: TO THESE UMITS N5 SHO~ ON THIS DRAWl~ DO NOT ,i "

REPRESENT A LEQ!.!. Stm\IEY. WSP (WW)A INC. MAKES NO REPRESENTATION OR GUARNfJEE -.. -,.-, THAT THE PROPERlY UMff INFORMATION IS ACCURATE. WSP CIINADA INC. ACCEPTS NO I , RESPONSl9lllTY fOR f.N'( DAMAGES, SUFFERED BY AN'( THIRO PARlY /<s A RESULT OF DECISIONS : I OR ACTIONS BASED ON THiS ORAWING.

ISSUED FOR - REViSION: ; i

: i • i: ,

i 1---1---1----+--------1 I


IS RE OATE

PROJECT NO:

151-11353-00 ORI~NAL SCAlE:

DESCRIPTION

OATE:

2016/03/24

DESIGNED BY:

IF rnlS BAR IS NOT 25mm LONG, ADJUST

YOUR PLOTTING S~

AL DRAWN BY,

AL CHECKED BY:

DG DISCIPUNE:

TlTlE:

25mm

ELECTRICAL

SAGE PLACE liFT STATION ELECTRICAL SITE PLAN SINGLE liNE DIAGRAM

SHEEr NUMBERo

E01 SHEEr ,: 8 OF 15

~SU8

ISSUED FOR TENDER REV I

1

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DATE OF: 2016/04/19 --"--- L, --------------------------------~----:-, --------____ :--________________ , _________ -------~,------__________ ~---------------__:I-------------..L:;.;;:.;;,;...:;,~..:.;.:..;;;..---------....J---I-------.-i ;

0;, ~I~~ ______________________________ L_ _____________________________ _L _______________________________ L-______________ ~ ______________ _L ____________ ~ ___________ L_ ___________________________ _L ____________________________ ~~ ________________ _L ______________ -L ______________ ~ ______________ ~~~

Sf AMP i

. ____ I

GENSET, 150KW, 600VAC, SPH

OUTLINE OF FOUNDATION PAD. \ CONFIRM FINAL GENSET

DIMENSION PRIOR TO START CONSTRUCTION._ ...

-l

,--'- ~---.--~-

MBHYDRO 'y/

TOP OF CONCRETE r-+-: ~5"r=9'F~ I ,.GENSleT CONTROL PANEL SIDE

I o

I I I I I I I

t...---:UNDERGROUND POWER AND ICONTROL FEEDERS. SEE POWER ISINGLE LINE DRAWING. I I

,.NE'NFLOOR MOUNTED CONTROL PANEL.

SEAL ALL CONDUIT OP!ENj>1\N{l

NEMA4X BARRIER. SEE DETAIL 5. SEAL ALL

" "

.' d .' "

TYPE A - COACH LED LIGHTING. SEE DETAIL 7.

PUMP 2X60 HP

I I I I I I I I I I I

I I

LIFT STATION WIRINGS IN RPVC LIFT STATION CONDUIT OPENNING

NEW FLOOR MOUNTED CONTROL PANEL.

ATS TRANSFER SWITCH INSTALLED IN THE CONTROL PANEL

FL YGT CONTROL PANEL SIZE IS----" APPROXIMATE ONLY. CONFIRM

SIZE WITH PANEL BUILDER.

TYPE SR DRY TYPE TRANSFORMER 30KVA, 600; 1201208VAC, 30~.

I I I I I I I I I I I I I I I I I I I I I I I I

'-NE~nA 4X JUNCTIONfBAMIE PULL BOX. SEE DET A;t i

_/ / ------------ / _/

/ /

/

I I I I I I I I I I I I

I I I I I I

I

I: I .: I I - --::. -::.--::.-=-J/:::dJ

£11 L _________ -< L -----------$

--------~---'>

GENERATOR POWER CABLE IN RPVC

. ". ". . . I I I..

r. -7-~~.~ .. - .~ ... ~. I; ..... . t:'::;::~::~-' - -=-..:-~ -:-.' -. . ." - : - ~ .

. NOTE.S '.' '. ".

.' .' '.' GENERATOR '. POWER CABLE IN RPVC

OUTLINE OF ~ I ,;:-----:;;, CONCRETE '" ~~~F====F~¥_-- ------------ /

PAD I

200A-7 JAW METER SO(~KET J OIW UTILITY METER. NOTE S.

MAIN BREAKER, 200A, 3PH, LOCKABLE NEMA SR, SERVICE ENTRANCE RATED,

DEAD FRONT. NOTE S. CSTE,200A, 600VAC, 0, 4W. SEE,--'

NOTE 3.

~ TYPICAL PLAN DETAILS .N f.----:.--+----NTS

NEWTYPEB EXPLOSIONPROOF

LED LIGHT LUMINAIRE

LIFT PUMP CABLES---...

LOOP EXTRA LENGTH OF CABLE

S.S. J-HOOK (TYP.)-

ULTRASONIC

,- . ,

/

I

/

/ /

/

L ________________ -NOTES:

1. LAYOUT OF CABLE IS DIAGRAMMATIC ONLY. CONTRACTOR TO VERIFY THE ACTUAL FIELD CONDITION AND CONSIDER THE ALLOWABLE CABLE BENDING RADIUS,

2. REFER TO MANUFACTURER'S MANUAL AND CONTROL SCHEMATICS FOR TERMINATION, INSTALLATION INSTRUCTION, DIMENSIONS AND TESTING.

3. MAINTAIN 1 METER WORKING SPACE CLEARANCE IN FRONT OF EQUIPMENT .

,ACCESS HATCH I ~CONTACT SWITCH

.. ....

. ,

UNI·STRUT 1 518" X 1 518"

PVC ADAPTER EYS SEALANT

FITTING

SLOTTED CHANNEL

RGSCONDUIT

FLAT PLATE STEEL CNI ANCHOR BOLTS/

NUTSJWASHER

STUB UP CONDUIT FROM LIFT PUMP PIT

CONCRETE STRUCTURE

NOTE 1

POWER BOX

.l'FI .. ' PANEL

NOTES:

1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH THE CIVIL STRUCTURAL PLANS.

2. TRENCH SHALL BE FREE OF STONES AND OTHER FOREIGN OBJECTS PRIOR TO BACKFILLING.

3. MAINTAIN PROPER CLEARANCES BETWEEN CONTROL AND POWER CABLES.

4. CONDUCT INSULATION TESTING OF CABLES PRIOR TO INSTALLATION. 5. PANEL MANUFACTURER TO SUPPLY AND INSTALL CSTE, MAIN BREAKER

AND UTILITY METER SOCKET AND MOUNT TO BACK OR SIDE OF ENCLOSURE.

TYPICAL SIDE ELEVATION A-A'

NTS

NOTE 1

CONTROL BOX

11_1''1"

...--DUCl SEAL

FITTING TYP. rLiFTPUMP

/ _ CONCRETE PIT

l j 1111 _I PANEL

NOTES: THE SWAY CONTROL RING IS USED TO:

1. REDUCE THE MOVEMENT OF THE FLOATS.

2. AVOID THE POSSIBILITY, IN A TURBULANT ENVIRONMENT, THAT THE FLOAT CABLES BE ENTANGLED TOGETHER AND INTERFERE WITH EACH OTHER FOR PROPER FUNCTIONING.

CONTROL CABLE -----1;f~4l_J i

~ '. ';'

. ·1I.lerll! 1 .'." ~111-.

1-1 I _. _>, .. ':-. ...,. WI' ..' . .... .' .

FLOAT CABLE

ULTRASONIC DEVICE

TOP OF PLATFORM EL.238.63

INCOMING 300 WWS INV. EL. 236.73

HIGH ALARM FLOAT ~236.55

START LAG ~236.35 (REVISED) -START LEAD ~236.20 (REVISED --

PUMPS STOP =235.38 (REVISED) --

LOW ALARM FLOAT ~235.13 (REVISED) --

WETWELL BOTTOM EL. 234.69

.. ' ~ .

.' -

I \

l'I'1~~ I \I~! . , ' . '1I=~~+I+tFi+

"

'.

,.

.;

..- .

TYPICAL LIFT PUMP ELEVATION DETAILS

NTS

LIFT PUMP

L NOTES:

1. PULL BOXES SHALL BE STAINLESS STEEL NEMA 4X. CONTRACTOR TO DETERMINE SIZE (DIMENSION) OF BOX AND THE ASSOCIATED NUMBER OF CONDUITS AS PER CABLE SCHEDULE.

2. SPLICING OF CABLE INSIDE THE PULL BOX IS NOT ACCEPTABLE. 3. APPLY DUCT SEAL INSIDE IN THE CABLE PVC GOING TO CONTROL

PANEL. 4. ORGANIZE CABLES USING APPROPRIATE CABLE TIES. S. CONTRACTOR TO LOCATE THE EXISTING STUB UP CONDUIT IN THE

CONCRETE LIFT STATION OR CREATE A NEW ONE. 6. LOCATION OF THIS PULL BOX MAY CHANGE DEPENDING ON FIELD

CONDITION.

J

TYPICAL PULL BOX/BARRIER ELEVATION DETAILS

NTS

LIFT STA,TIOI~ ----T-J CONCRETE WALL

4 A"~~""~ -I 144 O.D.

ITT SWAY CONTROL RING PIN 13-50 7006 SIS 304

TYPICAL LIFT PUMP FLOAT

NTS

l~' -<1.

"

POWER CONDUIT_~

"

190 MM 190 MM 190MM

DIRECT BURIED TECK CABLE

TOP OF CONCRETE

" ,-,' <1 .,

" ,L

SOMM 190M 190M~ 190MM

CLAMSHELL BASE

CONFIRM POLE, BASE AND BOLT CIRCLE DIMENSIONS WITH

MANUFACTURER AND COORDINATE

CONCRETE WORK.

50

25

UNDERGROUND PVC CONDUIT

TRENCHING DETAILS

NTS

o

POLE AS PER LUMINAIRE SCHEDULE.

BASE PLATE COVER OVER BASE PLATE AND 19mm NON SHRINK GROUT.

USE SONOTUBE FORM FOR TOP 2700mm OF BASE. REMOVE AFTER CURING.

USE SONOTUBE FORM FOR TOP 2700mm OF BASE. REMOVE AFTER CURING. CONTINUOUSLY FROM TOP. VIBRATE TOP 6m OF PILE FOR UNIFORMITY AND PREVENTION OF VOIDS.

n!~n~~tt~~~F~INISHED GRADE

1 ! 910 500

TRENCH DETAIL SHOWN IS

TYPICAL

2743 I 300

ANCHOR BOLTS HOT DIPPED GALVANIZED. BOLTS TO EXTEND 40mm ABOVE TOP OF CONCRETE BASE.

AIL

TYPE

A

B

SAND 27mm PVC CONDUIT

II-I--~ U----CONCRETE PILE CIW 6-15M tr .' '11 VERTICAL AND SEVEN 10M TIES @

..L ___ -+_l±==!J 150mm (TOP), 10M TIES@300mm I "OR I (REMAINDER) A

SECTION POLE

1. CONTRACTOR TO ooORDINATE WITH LIGHTING FIXTURE AND LIGHTING POLE SUPPLIER BEFORE ROUGH-IN.

~~:-----POLE BASE PLATE COVER

PLAN ANCHOR BOLT (TYPICAL FOR 4)

TYPICAL LUMINAIRE POLE BASE DETAIL

NTS

LUMINAIRE SCHEDULE DESCRIPTION

RATIO POST TO? 1.52 WITH 350mA DRIVERS AND 41 OOK 72 REBEL ES LEOS. CAT. NO. TLPAO 1.5272 LED 350mA41K R2 347 PT51:2H DDB CIW RATIO CLAMSHEUL BASE AND ASSOCIATED ACCESSORIES SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR.

EV LED SERIES EXLOSIONPROOF LED LUMIANIRE. WALL MOUNTED TYPE, 26 WATTS LED. COPPER-FREE ALUMINUM WITH CORRO-FREE EPOXY POWDER COAT. GASKETTED. 120V.

WSP 1600 BUFFAlO PLACE WINNIPEG, MANITOBA


WWW.WSPGROUP.COM

Canada

c..1fficat. of Authorization

'IIfI' Canada "",

No. 5750 oat., April 19, 2016

CUENf REf.

PROJECT:

R.M. OF SPRINGFIELD


KEY PlAN:

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FOR - REViSION: I I, I' ! ;

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BY:

OiSCIPUNE:

SHEEr NUMBER:

DATE

ELECTRICAL

DESCRIPTION

20

IF THIS BAR 15 NOT 25mm LONG, ADJUST

YOUR PLOTnNG SCAlE.

25mm

SAGE PLACE LIFT STATION ELECTRICAL DETAILS

E02

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I I: I

I I'

ISSUED FOR TENDER , DATE OF: 2016/04/19 I

I L-__________________________ ~ __ ----__ --______ ------------_,------;-------~------------~------------------------------------------~--r-----------:-------------~--------------r_------------~----------_;~--------------;---------~~~~~~--------~------~----II--i ~ C~ __ .__________ __________________________ _____ .... . ___ .. __ .... _____ ._ _ __ .___ ._ ... __ ... __ . __ ... _._._. ________ . _______ . .....i._. ______________ . ___ i,:,., ___ . ________ ._._:_ ... _______ ._ ..... _____ .. _.·.~i .. ). _._._ .. __ .•... __ . __ .. _ ....... J .. __ ..... _ •. _. __ ._ ... , ___ ..... _f._ ._ ..•. 1._. ___ . ___ .• __ ......... _____ . _______ .•. ____ ._. _." ___ .I.. --.-.......• _.._ ... ___ ..... I ;rr",J '

o i

~

MBHYDRO

T ~ U/G SERVICE BY MANITOBA HYDRO. CONTRACTOR j/ TO PROVIDE TRENCHING AND BACKFILLING WORKS FROM I EXISTING HYDRO RECEIVING POLE TO CSTE.

,-------------------~ D~,: -----------:L :::-~ _ill<iL_, I I i DUPLEX PUMP CONTROL I I __ .1..._ 1 I PANEL FROM I

: : J, I 100A .MAIN BREAKER I SAGE PLACE LIFT STATION :

I I cv' I I I I --1"-' I I I I I I I --1--, I , I I - I I I I ( M \ I 100A, METER SOCKET I I I .... / I I I --1-- 1 I I I I I I r-------------' I __ LL, I I,,\b l I , 100A, MANUAL

I h I TRANSFER SWITCH __ .1..._' I I

SPLITTER 100A, SOOVAC, 3PH, 60Hz I

------r-----------r----L -----------1-----------~ MCP -\ MCP 7Anp,., <r 30A,3P <r 30A,3P II V Y V~kV A. 3PH,

I I I 600V/120V,3W

it '~ ~ r ____ L~"':o'"" ,J- -, i i DUPLEX PUMP : I I I I I CONTROL PANEL I I I I I I I -L I ,-1--, I I

: f~ iFVNR : i iFVNR ~L -T-TT " L _-I I -L I

I ;t I I I I ,'l-:'I, I I

-------+---------~-r-------t-----~----t~l---------i-I I I r I I t @ t @ : ! ! i : : Iii: ~ ~ ~ t----G f-®t-e Pl

LIFT PUMP 10 HP

Pl LIFT PUMP

10 HP 6® 0® ~q-)0

ULTRASONIC WETWELL SENSOR LIGHT

TYPEC

FLH FLOAT

SWITCH HIGH

LEVEL

FLL FLOAT

SWITCH LOW

LEVEL

( 1 '\ SINGLE LINE DIAGRAM , NTS

GENERAL NOTES:

1. WET WELL IS A WET AND HUMID CATEGORY 1 LOCATION, A CATEGORY 2 CORROSIVE LOCATION, AND A CLASS I ZONE 2 LOCATION, REQUIRING INTRINSICALLY SAFE OR EXPLOSION-PROOF GROUP D MATERIALS AND METHODS.

2. PROVIDE ALL MATERIAL AND EQUIPMENT, AND PERFORM ALL LABOUR REQUIRED TO INSTALL A COMPLETE AND OPERABLE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS, TO THE APPROVAL OF ALL CURRENT LOCAL AND PROVINCIAL CODES, REGULATIONS AND THE LOCAL

INSPECTORS. 3. DRAWINGS FOR ELECTRICAL WORK ARE DIAGRAMMATIC AND ARE

INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY.

4. INSTALL ALL ELECTRICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONTRACT DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS.

5. COORDINATE CONSTRUCTION OF ALL ELECTRICAL WORK WITH MECHANICAL PROCESSING, STRUCTURAL, CIVIL WORK ETC.

S. REVIEW SITE THOROUGHLY PRIOR TO BID AND DETERMINE CONDITIONS. 7. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND EQUIPMENT

UNDER THIS CONTRACT FOR A PERIOD OF 12 MONTHS AFTER FINAL PERFORMANCE OF CONTRACT IS ISSUED.

8. WHERE 'TYPICAL' IS USED, IT APPLIES TO ALL SIMILAR DEVICES ALSO INDICATED ON PLANS.

9. DO NOT SCALE OF DRAWINGS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. REPORT ANY DISCREPANCY TO THE CONSULTANT PRIOR TO ROUGH- IN.

10. TRENCHING AND BACKFILLING TO PROPERTY LINE BY ELECTRICAL CONTRACTOR.

11. COORDINATE WITH MANITOBA HYDRO AND MTS. OWNER SHALL PAY CUSTOMER CONTRIBUTION COSTS FOR ELECTRIC AND TELEPHONE SERVICES.

12. ALL EQUIPMENT IN WET WELL SHALL BE WIRED WITH FACTORY CABLES. DO NOT INSTALL BOXES OR MAKE CONNECTIONS IN WET WELL.

13. MEASURE MOTOR AMPS ON ALL UNGROUNDED CONDUCTORS UNDER

NORMAL LOAD CONDITIONS AND COMPARE WITH NAMEPLATE FULL LOAD AMPS. REPORT ANY OVERLOAD OR EXCESSIVE UNBALANCES.

14. CONDUIT SHALL BE MINIMUM 21mm. EMT IN ORDINARY/DRY AREA PVC IN HUMIDIWETNERY CORROSIVE AREA. RGS IN HAZARDOUS AREA.

15. DO NOT CUT STRUCTURAL MEMBERS WITHOUT APPROVAL OF ENGINEER. 16. MOUNT ALL ELECTRICAL EQUIPMENT SECURELY TO THE STRUCTURE OR

EQUIPMENT FRAMING. 17. INTRINSICALLY SAFE AND NON-INTRINSICALLY SAFE WIRING MUST NOT BE

RUN IN THE SAME WIREWAY. 18. REFER TO OTHER DRAWINGS FOR ELEVATIONS AND DETAILS. 19. TRANSDUCER SHALL BE MOUNTED HIGH IN WETWELL AND ACCESSIBLE

FROM LADDER. TRANSDUCER SHALL BE SELECTED AND INSTALLED TO READ WETWELL LEVEL AT ANY HEIGHT DOWN TO WETWELL FLOOR.

19. ANY MATERIALS BEING REMOVED SHALL BE OFFERED TO THE OWNER. ACCEPTED MATERIALS SHALL BE PLACED ON SITE AT OWNERS DIRECTION. DECLINED MATERIALS SHALL BE REMOVED FROM SITE TO APPROPRIATE RECYCLING FACILITY BY ELECTRICAL CONTRACTOR.

20. EXISTING LIFT STATION TO REMAIN OPERATION DURING RENOVATION. PROVIDE TEMPORARY MOBILE GENERATOR ON SITE AS REQUIRED DURING SHUTDOWN PERIOD OR DURING TRANSITION OF LIFT STATION.

21. ALL EQUIPMENT GROUND SHALL BE CONNECTED TO COMMON EARTH CONNECTION TERMINATING TO GROUNDING ELECTRODE.

22. ON AWARD OF CONTRACT, NOTIFY UTILITIES PRIOR TO COMMENCING OF

WORK.

MOTOR

NO. DESCRIPTION HP

1 LIFT PUMP NO.1 10

2 LIFT PUMP NO.2 10

'l, __ .Y

CABLE SCHEDULE-INSTALLED BY CONTRACTOR

ITEM

o CABLE DESCRIPTION ORIGIN DESTINATION REMARKS

1 NOT USED

2

3

4

6

7

8

9

10

11

12

lCX3AWG, BARECU

LIFT PUMP 1 CABLE

LIFT PUMP 2 CABLE

3C X 12AWG CulTECK

MAIN BREAKER GROUNDING ROD

PUMP 1 SOFT STARTER 1

PUMP 2 SOFT STARTER 2

CONTROL PANEL WELL LIGHT FIXTURE


VENDOR SUPPUED CABLE (INSTALLED BY CONTRACTOR). WIRE

AND CONNECT MOTOR THERMAL AND LEAK MONITORING TO CONTROL

PANEL MINICAS.

VENDOR SUPPUED CABLE (INSTALUED BY CONTRACTOR). WIRE

AND CONNECT MOTOR THERMAL AND LEAK MONITORING TO CONTROL

PANEL MINICAS. CONTRACIOR SUPPLIED

CABLE COMMUNICATION CABLE CONTROL PANEL MTS BOX MTS SUPPLIED CABLE VENDOR SUPPLIED INTERNAL CONNECTION

ULTRASONIC CABLE CONTROL PANEL ULTRASONIC DEVICE FACTORY INSTALLED CABLE

NOT USED

FLOAT CABLE - LOW ALARM CONTROL PANEL LIFT STATION EXISTING

FLOAT CABLE - HIGH ALARM CONTROL PANEL LIFT STATION EXISTING

13 NOT USED

KEYNOTES:

<D INSTALL, WIRE AND CONNECT THE RELOCATED EXISTING CONTROL PANEL FROM SAGE PLACE LIFT STATION. EXISTING PANEL SHALL BE MODIFIED TO SUIT NEW INSTALLATION. EXISTING PANEL SHALL BE MODIFIED AND RE-CERTIFIED BY MANCO CONTROL.

® REFER TO E02 FOR MOUNTING INSTALLATION DETAILS.

® EXISTING MAIN DISCONNECT AND UTILITY METER SHALL BE DISCONNECTED AND REMOVED.

®

®

CONNECT EXISTING GROUND CABLE TO THE NEW CONTROL PANEL. WHERE EXISTING GROUND CABLE CANNOT BE LOCATED OR LENGTH IS NOT SUFFICIENT, A NEW GROUND CABLE SHALL BE PROVIDED.

REMOVE AND SALVAGE EXISTING CONTROL PANEL COMPLETE WITH ASSOCIATED SUPPORTS, LIGHTING, INSTRUMENTATIONS, CONDUITS AND CABLES. THIS SHALL BE TURN OVER TO THE CLIENT FOR PROPER STORAGE.

PROVIDE NEW ULTRASONIC LEVEL TRANSDUCER COMPLETE WITH FACTORY WIRED CABLE. CONTRACTOR TO COORDINATE CONNECTION AND SETTING TO INSTALLED CONTROL PANEL. REFER TO PROCESS DRAWING FOR SETTING AND ACTUAL LOCATION.

o WIRE AND CONNECT EXISTING FLOAT LEVEL SWITCHES TO CONTROL PANEL. REFER TO PROCESS \!.../ DRAWING FOR SETTING AND LOCATION.

® RE-ROUTE EXISTING MTS TELEPHONE CABLE TO NEW CONTROL PANEL. COORDINATE WITH MTS FOR ANY REMOVAL OF THE EXISTING SERVICES.

® PROVIDE (2) EXPLOSION PROOF LIGHTING FIXTURES WALL MOUNTED TYPE COMPLETE WITH GUARD.

MOTOR SCHEDULE

STARTER

VOLTS/P FLA TYPE FUNCTION SIZE PL CONTROL TYPE RATING

SYMBOL LEGEND

r---, +--II\.""'-j L.. ___ --'

FEEDER

MAIN CIRCUIT BREAKER

UTILITY METERING

MANUAL TRANSFER SWITCH

MAIN DISCONNECT SWITCH

MOTOR CIRCUIT PROTECTOR

CURRENT TRANSFORMER

AMMETER

DISTRIBUTION TRANSFORMER

LIFT PUMP MOTOR

GENERATOR SET

OUTDOOR RECEPTACLE

FUSE

GROUNDING ROD CONNECTION

HPS LIGHTING FIXTURE

PIT LIGHTING FIXTURE

CUSTOMER SERVICE TERMINAL ENCLOSURE

SERVICE ENTRANCE MB HYDRO

EXISTING FVNR STARTER

ENCLOSURE LIMIT

EXISTING EQUIPMENTIWIRING

NEW WIRING / FIELD WIRING

REMARKS

WIRE CONDUIT

SOOVAC/30 11 MAGNETIC FVNR RED/GREEN HOA CB 30AT 3C - #10 AWG CU, 27mm EXISTING STARTER,

FACTORY WIRED CABLE

600VAC/30 11 MAGNETIC FVNR 1

NEW CONTROL PANEL

OLD CONTROL PANEL

RED/GREEN HOA CB

®

/

w > -a: o z /~ a: / o / I / I- / ~ / 0/\ /55 MTSBOX

v~ ® ~ '- MB HYDRO POST

~ ~ ______________________ ""'~~ EXISTING LIFT STATION

LAUREL BAY

-( 2 '\ ELECTRICAL SITE PLAN

NTS

30AT 3C - #10 AWG CU,

000412558

\.... MTS BOX

27mm EXISTING STARTER,

FACTORY WIRED CABLE

CONSULTANT:

SE:fC

WSP 1600 8UffAlO PLACE WINNIPEG, MANITOBA

CJ>WJJA R3T 688 PHONE: 204-177-6650 FAX: 204-474-2864

WWW.W$PCROUP.COM

Canada

~A; III Certificate o! AU1horizaIion

WSP canada 11<:,

No, 5750 Oat", April 19, 2016

CUENf:

R.M. OF SPRINGFIELD

CUENT REF. H: CUENLREFERENCL#

PROJECT:


KEY PlAN:

DISClAIMER: COPYRIGHT: THIS ORA'MNG AND DESIGN IS COPYRIGHT PROTECTED I't-IICH SHAU. NOT BE USED, REPRODUCED OR RE\IISfD 'hHHOUT \ltR1Tl'EN PERMISSION BY \lISP CANMJA INC. lOCATION OF UNDERGROUND SlRUCWRES AS SHOWN ARE BASED ON lHE B£Sf INFORMAT!ON AVAIl.ABLE BtJT NO GUARNfiEE IS GiVEN THAT All E<lSl1NG UTILITIES ME SHOWN OR THAT mE GM:N lOCA110NS AAE EXACT. CONFIRMATION OF EXlSlENCE AND EXACT l0CA1lON OF M..L SERVICES MUST BE OBTAINED fROM THE INOMOUA!.. lITlUlIES BEFORE PROCEEDING WITH CONSTRUCTION. THE COOffiACTOR SHALl CHECK AN!) VERIFY All DIMENSIONS AND urulY lOCAlIONS 04ND RfPOOT All ERRORS AND OMISSIOOS PRIOR TO COMMENCING WORK. OESCRlPllON OF PROPERlY UMIlS, AND EXlsnNG AND/OR PROPOs£!) FEAlURES RaATNE m lHESE l.lMl15 PS SHOWN ON nus DRAWING 00 NOT REPRESENT A lEGAL SUfM.Y. WSP CANN)A INC. MAKES NO REPRESOITA1l0N OR GUARANTEE i "

THAT lHE PROPERlY UI.IIT INFORMATION IS ACCURATE. WSP CANADA INC. At::C£PTS NO RESPONSIBIlITY FOR Am DAMAGES, SUFfERED BY Mff THIRD PARTY J.S A RESULT OF DECISIONS OR ACTIONS BASED ON TI{lS DRAWING.



IS RE DAlE DESCRIPllON

DAlE: PROJECT NO:

151-11353-00 2016/03/24 ORIGINAL SCAlE:

DESIGNED BY:

AL

DI<\WN BY:

AL CHECKED BY:

DG Dlsc/PUNE:

TITI.E:

ELECTRICAL

IF nils BAR IS NOT 25mm LONG. ADJUST

YOUR PLOmNG SCALE.

25mm

BUCKTHORN LIFT STATION ELECTRICAL SITE PLAN SINGLE LINE DIAGRAM

SHEEr NUMBER:

E03 SHEEr I: 10 OF 15

ISSUE; Rf!! I

ISSUED FOR TENDER 1 DAlE DF: 2016/04/19

--------------------------------------------------------------------------------------~----------------------------------------~--------~--------~----------~--------~----------~--------~ Sf"'" ,

I·~-

I

, -- -~-,------ --, : ! ' .-______ -.-:... _______ ...:...-_-'---____ .---.:. ___________ ..1..-L ___ !....-______ -2-______ .....l-..:...-_____ -,--~ ______ ~-.~

I

EXISTING POLE MOUNTED UTILITY METER, METER SOCKET AND MAIN DISCONNECT

SHALL BE DISCONNEcTED AND REMOVED.

EXISTING U/G MTS SERVICE SHALL BE /.

-1 /./.I

I

....-MTS COMMUNICATION /.

/EXISTING HYDRO RECEIVING POLE.

rr""r"v-y RE·ROUTED \ /. /. I

EXISTING UNDERGROUND ELECTRICAL SERVICE TO EXISTING /. /. I y/. / NEW UNDERGROUND POLE MOUNTED UTILITY METER SHALL BE DISCONNECTED AND /. I/./. / ELECTRICAL SERVICE BY

REMOVED. COORDINATE WITH MB HYDRO /. /. I/./ HYDRO. TRENCHING AND PROVIDE 'ODA STRANDED FLEXIBLE CABLE BACKFILLING BY

CMf MATCHING GENERATOR MALE PLUG. /. /. / CONTRACTOR SECURE CABLE WITH CLAMP. /. /. /. /. I / RE-ROUTED MTS UlG

SEE DETAIL 7. /. /. /. ,I I SERVICE CONTRACTOR

/.

REMOVE EXISTING PANEL --1-1

/. /.

/. /.

/.

/. I / TO PROVIDE CONDUIT I / AND COORDINATE WITH

/

/ /

/

/ / MTS PRIOR TO ROUGH-IN.

FEMALE GENERATOR RECEPTACLE.

EXISTING 1500 VEN'~T=:i=~~~;;::ff::.-t~~ REORIENT AS SHOW:

NEW 1 OOA-TYPE 3R DISCONNECT CMf 15 4

FLEX CABLE AND MATCHING MALE GENERATOR PLUG.

SEE DETAIL 7.

~'";"'''''''; - -• • ~ ~

CJ

o

RELOCATED PANEL AND MOUNTING POLE. (FROM SAGE PLACE LS)

EXISTING HATCH COVER. TO REMAIN. TYP. OF 2

LIFT STATION ELECTRICAL DETAIL NTS

o

"

3KVA DISTRIBUTION o

100A METER SOCKET

100 AMP

SWITCH

INTERIOR VIEW (WITH DOOR OPEN) ENCLOSURE IS EEMAC 3R,

o 100A MAIN BREAKER

DIMENSION: 1524mm H X 1524mm W X 406mm D (GAUGE 10 STEEL) Cf\N INNER DOOR, DRIP SHIELD & STYROFOAM INSULATION

o LAMACOID LIST:

1 2 3 4 5 6 7 8

LIFT PUMP 1 I HAND OFF AUTO LIFT PUMP 21 HAND OFF AUTO MINICAS I RESET H2S GAS MONITOR 10-100PPM HYDROGEN SULFIDE H'S HIGH LEVEL LOW LEVEL LOCK OUT' ALARM I SILENCE' LOW LEVEL !LOCKOUT I RESET

9 - ULTRASONIC I LEVEL CONTROLLER 10· CONVENIENCE RECEPTACLE 11 - WETWELL I LIGHT 12 - MAIN DISCONNECT 13 - LIFT PUMP 1 14 - LIFT PUMP 2 15 - CIRCUIT BREAKER DIRECTORY 16 - Pl AND P2"

• RED WARNING LIGHT .. PUMP RESET

LIFT STATION CONTROL PANEL NTS (FROM SAGE PLACE)

LUMINAIRE SCHEDULE TYPE DESCRIPTION

EV LED SERIES EXLOSIONPROOF LED LUMIANIRE. WALL MOUNTED

C TYPE, 26 WATTS LED. COPPER·FREE ALUMINUM WITH CORRO-FREE EPOXY POWDER COAT. GASKETIED. 120V.

/~--RIELO'CA-rED CONTROL PANEL r---EJ<:IST"I"NN,ILiG CONTROL PANEL TO BE DECOMMISSIONED AND REMOVED.

-

.

I_J-II---~REFE'RTO SECTION 5 ....__H--11I-1-I-LL-----<:-H--I--IH-t

TOP OF S,-,T~ATp;IO""N;-__ EL.244.66

- -I GROUND

tL. «44."

--')~ I f-..r---.

NEW TYPE C LIGHTING LUMINAIRE

(EXPLOSION PR()OF' T,YPI, --,

\

"~---CA'BI'_ cE TO MTS BOX

'--J-S.S. HOOK (TYP.)

rIij.+--+ __ PROVIDE NEW FLOAT SWITCH MOUNTING BRACKET. SEE DETAIL 6

1\ ]

/~-4Il-iI---I--AIRn RELEASE VALVE

f)jl ,/ TO ::::::G FLOATS TO BE INTEGRATED WITH THE NEW CONTROL SYSTEM

FORCE MAIN INY. EL. EL.241.59

'~

~~ 31~

",."" '\

~ E1 '---~

LAG

INFLUENT PIPE INY. EL. 238,69\

LAG PUMP START \ EL.238.67 ~

LEAD PUMP START EL.238.49

PUMPS STOP EL. 237.55

STATION FLOOR EL.237.20

Ii f-.."--I--NEW , .. ~ .. ULTRASONIC SENSOR

o

_J--I---flEU~CI\TED PUMPS FROM SAGE PLACE. • WIREAND CONNECT TO CONTROL PANEL Y (TYPICAL OF TWO) ..

ELEVATION SECTION DETAILS NTS

NOTE:

1. CONTRACTOR TO VERIFY THE EXISTING CONDUIT IN THE LIFT STATION AT SITE AND THE NEW CONDUIT INSTALLATION .

2. MAINTAIN PROPER CLEARANCES OF WIRE/CABLE BETWEEN POWER AND CONTROUCOMMUNICATION.

S. PROVIDE DUCT SEAL IN THE ABANDONED OR NOT USED CONDUITS.

4. CONDUCT CABLE INSULATION TESTING AFTER PULLING THE CABLE IN THE CONDUIT.

6. OBSERVE REQUIRED MINIMUM BENDING RADIUS AS PER CODE.

7. REFER TO MANUFACTURERS INSTRUCTION MANUAL FOR INSTALLATION. TERMINATION. TESTING AND COMMISSIONING.

8. USE APPROPRIATE CABLE SUPPORTS. CLEATS. ADAPTERS TO ORGANIZE THE CABLES TO PREVENT DANGLING AROUND THE PIT.

9. ENSURE THAT THE TRENCH SHALL BE FREE OF STONES. FOREIGN OBJECTS AND OTHER SHARP MATERIALS PRIOR TO BACKFILLING.

10. COORDINATE WITH UTILITY PRIOR TO START DEMOLITION AND D1SCONNECTION OF EXISTING POWER.

h------c,--~~- ",.~< ~ 9l" :..wt-J.QBJ~

•

POWER CONDUIT

. ,

50M

"

190-190 190 --50MM

TRENCHING DETAIL (TYP.) NTS

I SEAL CONDUIT OPENING (TYP.)

'- '-

® ® ® ®

-

.... ""

'-

® / -/'

....

EYS FITTI SEALING

CONTROL PANEL

NG Cf\N COMPOUND (TYP.)

RGSCON DUIT (TYP.)

WIRING TO CONTROL PANEL DETAIL (TYP) NTS

"~ '~m-"",' 1440.0.

ITT SWAY CONTROL RING PIN 13-507006 SIS 304

NOTE: THE SWAY CONTROL RING IS USED TO:

1. REDUCE THE MOVEMENT OF THE FLOATS.

2. AVOID THE POSSIBILITY. IN A TURBULANT ENVIRONMENT. THAT THE FLOAT CABLES BE ENTANGLED TOGETHER AND INTERFERE WITH EACH OTHER FOR PROPER FUNCTIONING.

FLOAT SWITCH MOUNTING DETAIL TYP.

100A-3P PASS AN& SEYMORE

WATERTIGHT MALE I"Ll)li.'

NTS

o

~ G.AI:lL.t:: CLAMP '-1IJOA FLEXIBLE CABLE

CSTE

~~L __ 100A-SP,4W TYPE SR NF

DISCONNECT SWITCH.

PANEL

CABLE WITH NO RECEPTACLE.

GENERATOR CONNECTION FOR GENSET WITH NO 100A PLUG) NTS

CONSULTANT:

SEAL:

WSP 1600 BUffALO PlACE WINNIPEG. MANITOBA

CANADA RJT 6BB PHONE: 204--477-6650 FAX: 204-474-2864

WWW.WSPGROUP.COM

C dl,*,1 ana.a

Certificate of Authorization

WSP Canada klc.

No. 5750 Dat .. Apri 19. 2016

CUENT,

R.M. OF SPRINGFIELD

CUENT REF. #' CUENLREFERENCE...#

PRruECT;


KEY PLAN:

I

I ,

I,

I: ~ i

",' !! i i , '

I

I I j , . i

_ ..... ~ I

i' I, \ i

i i

I: ,

I

I, , ! !

i i 1 : I I' I ' ! 1

I: , , I: , . I,

-' I' " I ! I i> , ' I' i I i! i' II I: I, i i

.. , i I ' I . , .

DISClAIMER: COPYRIGHT: lHlS DRAWING AND DESIGN IS COPYRIGHT PROlEClED 'MUCH SHALL Nor BE USED. REPROOUCEU OR REVlstD 'MlHOUT \\fIITTEN PERMISSlON BY WSf' CAW.DA INC. lOCAl1ON OF UNDERGROUND smucruRES AS SHOWN ARE BASED ON THE BEST INFORMATION AVAIlABLE BUT NO GUARANTEE IS GlVEH THAT ALL EXlSllHG ununES ARE SHOWN OR THAT THE GMJI LOCATIONS ARE EXACT, CONfIRMATION OF EXISTENCE AtlD EXACT LOCATION OF All SERYICES MUST BE, OBTAlNED FROM I ; THE INOMOIJ.lL ununES BEfORE PROCEEDING WITH CONSTRUCTION. TI-lE CONTRACTOR SHALl I'

(}lEek ANO VERIFY All DlUENSlONS ANO UnliTY LOCATIONS AND REPORT AU. ERROOS AND OI.ilSSlONS PRIOR TO COMMENCING 'nOOK. DESCRIPTION OF PROPERTY UMllS, MID EXISllNG AND/OR PROPOSED ffAlURES RUATlYE m T1iESE UI.4ITS AS SHOWN ON 1111$ DRAWlN.G 00 NOT I : REPR£SENr A L£GAL SUIMY'. WSP CANADA INC, WlKES NO REPRESENTATION OR GUMWlT££ "'"" J. i! THAT 11-lE PROPERlY UMff INFORMATION IS ACCURATE. WSP CrI.W.DA 1tlC. ACCEPTS NO RESpONSlBIUIY FOR m DAMAGES, SUFfERED B'f )N( TIlIRO PARTY ),s A RESULT OF DECfSIONS OR ACTIONS BASED ON THIS DRAWING.

ISSUED FOR - REVlSIDN,

i I , , , ; , ! '

I: : r

II i' , , i I i I

1--+-+---+-----------1--1 i

2016/04/19 o 2016/0J/24 ~ RE DAlE

PROJECT NO;

151-11353-00 ORI~NAL SCALE:

NTS DESIGNED BY:

AL DRAWN 1lY;

AL CHECKEO 1lY'

HP DISCIPUNE;

Tm.E:

ISSUED FOR TENDER ISSUED FOR CUENT REVIEW

ELECTRICAL

DESCRIPTION

DAlE;

2016/03/24

IF THIS IWl ~ NOT 25mm LONG, ADJUST

YOUR PLOTTING SCAlE,

25mm

BUCKTHORN LIFT STATION ELECTRICAL DETAILS

SHEET NUMBER,

E04 SHEET ,; 11 OF 15

ISSUE: Rf!I #

! I Ii ! I i

Ii i' , ' j 1

ISSUED FOR TENDER 1 ~:- ....... ~! ----------------------------------~--------------------------------__ -------r.------------------------__ ----------------------------------__ --------------~.-iA--------------~--------------------------------~-------------------------------c--~I __________________________ ~~M!rr~~:;~2~Ol~6~/0~4/~1~9 ____________________ _1 ______ J ,I

~ L ~'''_ . L _. ____ ~ __ ,_~ ____ .__ . __ ~ _________ ~_. ___________ , ___ . __ ,_ " __ ._~ ____ ~_,~ _ ._"" _______ ~ ________ . ____ -. _____ .-. ____ , ____ _,~ _" __ ~ ___ ~ ____________ .______ "j •• ____ ._" ,. __ ., __ . ___ " ___ ~i ~ __________ " __________ " ____ " ____ .,.",, ______ .___ _ __ . ____ .1. __ ...... _ ..... _ ............ __ ........_.~_ .............. _ .. _ .... _ ........ ___ ... ' .. __ .J I SfAMP I

.. i

i I

I

EXISTING ELECTRICAL~ PANEL SUPPORTS ~

, ------- j- --/' I

/0~ : // ®~

, --C- f--f---'--ii

I'u r- "~C ,--

c_ c __ : ..

,- ;--,-

,-C '--r-·---·-

I .-.. _- ,----,-- ,--, • i' ,

, ' T- :'T;;-""'-"

, '4fI1'-n--m--,-~,+r-"';'-TC-,--r ;-~'-C'CL' -++ ,- r--r-,-, -: iI- f----- .. '-'r ~,- i---':---;--'--r --!-Tr :

';--;--'--"-;-1 :'- ---;---'-T --,--:--1 r-'r---'--:-,','--'" -r--,""-"--"-- ,

[ , , -- '.. -; -- ',-' -- ,--: -, r-- r :.. I - , , r-

-- i-- ---,--'c' ,'"

/

LINE OF EXISTING OPENING I

, ,

®

i--I--fE-X-IS-T-IN-G----------l-'l

GRATING

I

1 '1 i I

0 N ~

"

o o i(l

1886

2134

PLAN 1 :25

( I H ,

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( I H

EXISTING DAVIT I SOCKET ® I

I I I

/~XISTING I I I ,

GRATING I

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f!:::.~ :J' I tW /.>/ ,

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j'l I ,j:: / v I, . I ,

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I' i I' t !~'

i

.' ( ) l i • wI w w

•

w ~' . " ,

.. . • , • .. , ' . .,,:

i .; , , " "

i " .', • " . " , , . .. , '. ,,' • • " . , , ,', .

RELOCATED VENT

LINE OF NEW HATCHWAY OPENING (COVER NOT SHOWN)

, .

-. .. 4

, , '

... '. ..

j--, -+--'--t---r-+- --H --,' : ~,.. :---:.- r- r" , ---'r-i' :-'-!

-I"-:-r-I--i -:--;--lii-i--'--r " :-i-:Tr-r -i;-ri-iil

<l -T-'-'~--:-r r-- -"Trr--~-' --.- 4. • --, ••• --r',-'- --,

.... '"ii-,

EXISTING REMOVABLE PLATFORM GRATING SECTION

(j)

EXISTING FIXED PLATFORM GRATING SECTION

NEW SOCKET FOR LIFTING DAVIT

-

, ,

--

• ' . ,

ELEVATION SECTION

o £ EXISTING GRAB RAIL

00 0

200 HILTI HAS ANCHOR ROD,

TYP. OF 4

1 :25

~ I

I

I

I

I~EXISTING I VENT

@ I ®

RELOCATED VENT

TOPOFLS

I' . E1.242.75 " , EXIST. GRA

2l ~!~~'~T===~~~~

h-nocr DE ,r- :L

· " ,

, · · , , · : --~

,

~ · , ,

•

· , '

,

· ,

" ,

, t1,'

, , , ,

0 , · I ,

, , ' · • · , '. ft,

, , r •

--, '

,

· ,

,

I · , , ·

." ,

,

· , · ,

, ,

, , , ,

· ,

· · I ' , ,

It · . '

0 • • " .'

"-,.

~ EL.242.50 ,i/.Y

EXISTING GRATING '. PULL ROPE +--'t--+---+---'

EXISTING 1500 PVC VENT +-j-----<'

(c\

HIGHA

START

~ -~

E XISTING 24000 CRETE BARREL CON

TOP OF PLATFORM E1.238.83

, ' . ,

, , , '

" -~ LJ

EXISTING ULTRASONIC WATE..--L.L."J'---------T'" LEVEL SENSOR -------./

,~ •. t-='IfI~, INCOMING 300 WWS _y '_ + _ , , , .\

INV. EL. 236.73 , \I - ,'-----1 l--"""'ilfL/

LARM FLOAT = EL.236.55 j LAG = EL.236.35

EAD = EL.236.20 STARTL

PUMPS

NEW SUBMERSIBLE PUMP. ," 'j TYP. OFTWO --+.-. ~. +-""~F= {~(f=:I""l

;,- ~: TOP = EL,235.38

LOW A LARM FLOAT = E1.235.13 @

, -~_: 4 ,

' . - ~'4' , .) • "'4"'·· "

WET WELL BOTTOM EL.234.69 , '.' . , , , · " ., , i '.

I '

I

~ .Y/,/

'--l-l--t'---+-- NEW GUIDE RAIL BRACKET SUPPORT, TYP.OFFOUR

,--tf--l-+---NEW 750 GUIDE

o

RAILS, TYP. OF TWO EACH PUMP UNIT

rt-l--l",.---i- LOCATION OF EXISTING ELECTRICAL CONDUITS

rtt--l--,--+-EXISTING AIR RELEASE VALVE

r-I"~' '-"t-- EXISTING VALVE OPERATOR ROD

/"'r-:---+--- EXISTING 1500 PLUG ..

I, " , '

VALVE, TYP. OF TWO

EXISTING 1500 FORCEMAIN

EXIST. 1500 FM E1.238.84

/"'r-+--- EXISTING 1500 PUMP 1---;---/ "" DISCHARGE, TYP. OF TWO ,

10 ~

/",f--:-+---1500 PUMP ,

ti , "

I

DISCHARGE ELBOW AND BASE, TYP, OF TWO

, ' I' <"': '~'~4"':' ~.,.: ~ • " • • , ,-. " '. , • " .-

818

ELEVATION SECTION ELEVATION SECTION 1 :25 1 :25

"'I. I

NOTES 1. REMOVE AND REPLACE BOTH EXISTING PUMPS WITH NEW AS

PER SPECIFICATIONSr NO BACKFLUSH VALVE; THE EXISTING PUMPS ARE FLYGT CP 3127.181MT (7.5 KW).

2, THE EXISTING DISCHARGE ELBOWS ARE 150MM BUT SHOULD BE VERIFIED. THE DISCHARGE ELBOWS SHALL BE REPLACED AND REALIGNED TO SUIT THE MODIFIED HATCH OPENING,

3, EXISTING EQUIPMENT TO REMAIN. 4, GUIDE RAILS TO SUIT THE NEW PUMPS. NEW GUIDE RAIL

SHALL BE 750 DIAMETER, GALVANIZED STEEL. 5, PROVIDE NEW GUIDE RAIL BRACKET SUPPORT TO ATTACH

TO THE NEW HATCH OPENING LOCATION, 6, THE EXISTING HATCH OPENING SHALL BE WIDENED. THE TOP

SLAB SHALL BE SAW CUT TO CREATE THE WIDER OPENING. THE WEST EDGE SHALL BE OVERCUT TO PROVIDE FOR REPLACEMENT OF EDGE REINFORCEMENTS THAT WILL BE AFFECTED BY THE WIDENING. REINFORCING STEEL BARS EXPOSED AS A RESULT OF THE CUTTING SHALL BE PATCHED WITH APPROPRIATE EPOXY BASED COAT. A NEW HATCH COVER SHALL BE INSTALLED ON THE NEW OPENING. REFER TO DETAIL 31P02.

7, THE EXISTING PLATFORM SHALL BE MODIFIED TO PROVIDE SUFFICIENT CLEARANCE FOR PUMP REMOVAL BY ADJUSTING THE HINGE SUPPORT BRACKET APPROXIMATELY 50mm TOWARD THE WETWELL SIDE, WITH CORRESPONDING EXTENSION OF THE REMOVABLE GRATING TO REST ON THE EXISTING SUPPORT BEAM. ALSO, THE BOXED OUT SECTION FOR THE GUIDE RAILS SHALL BE ENLARGED FOR PASSAGE OF THE GUIDE RAILS.

8, EXISTING DAVIT SOCKET SHALL BE REMOVED AND REPLACED WITH NEW SOCKET TO BE LOCATED AT REVISED LOCATION SHOWN. NEW SOCKET TO SUIT NEW DAVIT REQUIRED FOR LIFTING THE NEW PUMP.

9, PROVIDE DAVIT MODEL XYLEM PIN 13-5005 05 AND CORRESPONDING SOCKET13-50 05 06. PROVIDE CONCRETE ENCASEMENT ON THE SOCKET.

10.REMOVE EXISTING VENTS AND RELOCATE ONE VENT WHERE SHOWN ON THE DRAWING. PATCH HOLES FROM THE REMOVED VENTS,

11. REMOVE PANEL SUPPORTS AND RELOCATE EXISTING LIGHTING. REFER TO ELECTRICAL DRAWING.

EXISTING CHAIN LINK FENCE, TO REMAIN

~ g

EXISTING ELECTRICAL PANEL, TO BE REMOVED, REFER TO ELECTRICAL DRAWINGS

EXISTING MTS LINE

EXISTING LIFT STATION WET WELL TOP OF LS = EL 242.92 ----+-----,

L EXISTING GRAVEL

~ ~"" ... $' x"

DRIVEWAY!

EXISTING GROUND ELEVATION

FOR REFERENCE, TYP,

EXIST. GV

r

I ,i' i, ~,j

---t------------@--

~ ~ « .~-",

~L_------~~~~~~~~~~----\'~~----_:~~ EXISTING SWING OUT

GATE ON ROLLER, TYP. § OFTWO--------~--~

, , i ,

EXISTING FENCE CORNER --~--./

NEW GENSET, REFER TO

\ ELECTRICAL ,

/ /

/ /

/

SPRINGFIELD ROAD - --~-~~---~ -------_.-.. ----~~-----"-~ ----""'''-,- --_-._-,---'--",' ----

LOCATION MAP NOT TO SCALE

ASPEN DRIVE

o

-_-_J'.-?4??O,:. -, . ,,'.,',',/. ""

.... ':.:. :;t.:- :242:50:-:

8.1m /

//~EXISTING BURIED ;' POWER LINE

NEW ELECTRICAL PANEL, REFER TO ELECTRICAL DRAWINGS

, NEW ACCESS DOOR, I SEE DETAIL 51P02 ,

NEW TRANSFORMER, REFER TO ELECTRICAL DRAWINGS

EXISTING 150 GV; RAISE VALVE COVER TO NEW FINISHED GRADE AS NEEDED

EXISTING 250 GV; RAISE VALVE COVER TO NEW FINISHED GRADE AS NEEDED

FENCE ADDITION, SEE DETAIL 4

PROPOSED FINISHED GRADE ELEVATION, TYP.

SITE PLAN SAGE PLACE LIFT STATION 1;100

~ ! xl" ~~J ___ ~_~_~~. ________ . __________ "._._~ ____________ L, ____ . ______ ~ ____________ "_ .• _______ , .• ___ , __ ~ ______ __ -- --- ----, ------'-----------__~. , ____________ , _______________ .. ___ 1_" ~'"._" _._. "'_'" __ " ___ , , ___ • __ . ___ ~_" ____ '" .. "" .,. _______ ~ __ • __ ~. ____ "_.,, ___ '_,, ___ , ___ .", __ "_ .. ___ •

C\lNSULTANT:

SEAL:

WSP 1600 BUffALO PLACE wrNNIPEG, MANITOBA

CANAOA R3T 6BB PHONE: 204-477-6650 FAX: 204-474-2864

WWW.WSPGROUP.COM

Canada

Certiff¢ate of Authorization

WSf' Canada Inc.

No. 5750 Date. Aprl19, 2016

CUENT:

R.M, OF SPRINGFIELD

CliENT REf. #: CLiEfILREFERENCE..#

PROJECT:


KEY PlAN:

mSClAIMER: COPYRIGHT: lHlS DRA'MNG AND OESIGN IS COPYRIGHT PROT[ClEO WHICli SHALl. NOT BE usro, REPRODUCED OR RE'-IISEO WITHOUT 'llRlmN PERMISSION BY WSP CANADA INC. lOCATION OF UNDERGROUND SlRUCiURES Ml SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE BUT NO GUARANTEE IS GIVEN THAT All EXISTING unUTlES ARE SHOWN OR THAT THE GIVEN LOCATIONS ARE oo.cr. CONflRMATlON OF E(IST£NC£ AND EXACT LOQ-\TlON OF AiL SERVICES MUST BE OBTAINED fROI.I 1HE INDMOUAL UTIUTIES BEFORE PROCEEDING vmH CONSTRUCTION, lHE CONlRACTOR SHALL CHECK AND VfRJFY Ali DIMENSIONS AND lJllUlY LOCATIONS AND REPORT &l ERRORS AND OMISSIONS PRIOR TO COMMENCING WORK. DESCRIPTION or PROPERTY UMIfS, mo EXISTING AND/OR PROPOSED FEATlJRES RB.ATlVE TO THESE UMflS }S, SHOWN ON THIS DRAWING DO NOT

--1 , I, i ! I

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REPRESENT A I..WIL SURVEf. WSP' C»WJA INC. MAKES NO REPRESENTAllON OR GUARANTEE ." r

THAT TH~ PROPERlY UUIT INFORMATION lS ACCURAlE. WSP CANADA INC. ACCEPTS NO RESPONSl81UIY FOR f>.NY DA\fAG£S, SUFFERED BY Nf( lHlRD PARTY fS A RESULT OF DECISIONS OR ACTlONS BASED ON THIS DRAWING.


2016/04/19 ISSUED FOR TENDER A 2016/03/28 ISSUED FOR CLIENT REVIEW rs RE DATE DESCRIPTION

DATE: PROJECT NO:

151-11353-00 2016/03/28 ORrGrNAL SCALE:

DESIGNED BY:

RMN DRAWN BY:

RMN CHECKED BY:

MPM DISCIPLINE:

PROCESS

iF llllS BAR rs NOT 25mm LONG, ADJUST

YOUR PlDT11NG SCALf.

25mm

SAGE PLACE LIFT STATION UPGRADE SITE PLAN, LIFT STATION PLAN,

ELEVATION DETAILS

SHEET NUMBER:

P01 SHEET ,. 12 OF 15

ISSUE: Rf!! II

ISSUED FOR TENDER DATE OF: 2016/04/19

A

, . I '

, . ,

! -,----- ------------ --------- ------ --I !

r---------------------------------------------------------------------~----------------------------------------------------~--------------~~--------------------------------------------------------------------------~------------------------r_--------------------------------__, ! a I

r---

I !

I

I I

I I I

I j

i I ,

a: w >

1'-0 1'-0 0:c ~o

~

32 32mm xl Omm STEEL --I FLAT BAR FRAMING, I

WELDED ON BOTH SIDES

7 10mm THICK S.S. CHECKERED STE PLATE COVER

• 4

6mm0ANCHOR ROD, HILTI HAS,

GROUTED--1

I

< '75mmX75mmx • 4

6.4mm S.S. STEEL ANGLE ALL AROUND HATCH OPENING

SECTION 32mm X 10mm FLAT BAR FRAMING ALL AROUND, WELD TO ANGLE

958

HATCH COVER

SOmmX 50mm X 6.4 mm ANGLE STIFFENER, WELD TO THE PLATE

1 OOX 75 STL HINGE, WELDED TO COVER AND FRAMING, TYP. OF 2 PER HATCH COVER

~i --------T~1+-_+---50mmx50mm

/ / I' <!> ANGLE / . z CENTER

LOCK HASP" Z SUPPORT SEE DETAIL F 'I 0 ::::

// I. 2; 0

/ // [12mm0HA LE, ~ ~ / TYP.OFTW ~

// _____ J

18868 $

HATCH OPENING

LOCK HASP, FROM 4.8mm THK STL PLATE, 160

DRILLED HOLE, TYP. OF THREE

EL

50

o

150

If

'0 '0

DRILL 160

LIFT HANDLE

L_____ ~ ~OUTLINEOF

SOmmxSOmm STIFFENER

0

'" ~ ,

WASH ERAND NUT WELDED TO THE ROD

75mm x 50mm S.S. ANGLE BRACKET, FULL WELD TO HATCH FRAME

COVER

50mm X 50mm ANGLE CENTER SUPPORT

SECTION

HASP, WELD TO BRACKET

S.S. HASP, WELD TO COVER, TYP. OF TWO

:' "; .', .".

:, ;: .' '", .~

3050 mm (MAX)

E E

E E o o N ~

LINE POST

CHAIN LINK FENCING 11 GAUGE STRAPPED TO GALV PIPE

6 GAUGE TENSION WIRE

E E o o

"' E E ~

EXISTING GROUND

.: ... , . -J----15MPa ", , CONCRETE

;'. .~

HATCH COVER DETAILS LOCK HASP SECTION ADDITIONAL FENCE DETAIL -I l- 250mm (MAX)

POl P02

TOP OF8AS EL. 242.90

FIN. GRADE EL.242.70

I gl

I .

THE GENSET SHALL BE ANCHORED TO THE CONCRETE BASE AS PER GENSET SUPPLIER RECOMMENDATIONS. STAINLESS STEEL ANCHOR BOLTS SHALL BE UTILlZED_

i----- --- --- --- ------

3122

15 M SIDE BARS ALL AROUND, 500 O.C

15 M REINFORCING BARS@ 530 O.C. 80TH DIRECTIONS, TOP AND BOTTOM

GENSET

3272

PLAN

GENSET BASE DETAILS VAR P02 1 :25

I I 1

I

I I I I

I

I I I 1

I

, I

P01 P02 NOT TO SCALE

ELECTRICAL PANEL

1 /~ENSETWITH ENCLOSURE V REFER TO ELECTRICAL DRAWINGS

FIN. GRADE ~ EL. 242.70

TOP OF BASE = EL. 243.00

FIN. GRADE = EL. 242.7S

15 M REINFORCING BARS @ 500 O.C. BOTH DIRECTIONS, TOP AND BOTTOM

TRANSFORMER

FIN. GRADE EL. 242.75 EXIST, GROUND r -----~ -- -- ----~- - ---~----~-- -- ~- - - --..,

EL. 242 ... 7'..::.0='7';;::~-"--:"1 (-1- - - - -'- - - - - - - - - ~ - - - - -'- - - - - ~ - - - - ~ - - - - -r 'I Ic--"''''''''-"''T'''---- I I '. ' . . I .. .' I I

U . ~EX_TRA15M_BAR_S '._. _ .. _ .+ _'_. _'. '-"-' _.. ~.,'_'" _' U

I .

" t .

COMPACTED GRANULAR BASE

ELEVATION SECTION

CUT TO SUITABLE SUBGRADE.COMPACT SUBGRADE PRIOR TO INSTALLATION OF GRANULAR BASE

TRANSFORMER, REFER TO ELECTRICAL

DRAWINGS

'~

\ , (ELECTRICAL PANEL

3780

PLAN

ELECTRICAL PANEL CONCRETE PAD VAR P02 1 :25

1m

ADD NEW POST FOR ATTACHMENT OF "?<:xi>l~-r-EXISTING FENCE---:~~~==r~~1 480 STEEL PIPE FRAME, GALVANIZED,

PROVIDE GATE HINGE AND LOCK HASP AND PADLOCK

lI---- CHAIN LINK FENCING 11 GAUGE STRAPPED TO FRAME

END POST OF ADDITIONAL FENCE

... ."-.

". ': :. ~ ,'. .... - '. ~

, .. :. .4- ,

.~, .~ '. ". . ",

, .' '. , . ;: -': .~

,.

I

CSTE ACCESS GATE NOT TO SCALE

It! ~ I ~ c __ ~ ~ __ .l . ". _______ ~._ __ . ______ .... _ -. ._,,_~ ________ ~ __ ~ ____ --'---- ___________________________ ., _____ ~~ _______ ~ ____ , ____ ~ ______________ .. _____ . _____________ . __ .. _________ .. ____ . ____ " __ ,.,,' __ . ______ ,, ___ , "._,, ___ ,, ________ ,,____ ._"_. ______ ,, __ . _______ -. ___ l , ______________________________ ~._ ___ ~. ___________ _. ____ " ___ .. __ ,_~_''' __ ._ ..... __ _

CONSULTANT:

SEAL:



WWW_WSPGRQUP_COM

Canada

Certificate of Authorization

'NSf' canada Inc.

No. 5750 Dat" April 19. 2016

CUENT:

R.M. OF SPRINGFIELD

CUENT REF. I: CUENLREFERENCE_# PROJECT:


KEY PlAN:

DISClAIMEIt COPYRIGHT: lHlS DRA'MNG ANIl DESIGN IS COP'lRIGHT PROTECTED 'MilCH SHAI.l NOT B£ USED, REPRODUCED OR REVISED YIlntOUT WRITTEN PERMISSION BY WSP CANADA INC. LOCATION QF UNDERGROUND STRUCTURES ftS SHOWN ARE BASED ON THE BEST INFORMATION AVAIlABLE Btrr NO OOARANTEE IS GIVEN THAT All. EXISTING UTIUIlES ARE SHOWN OR THAT THE GIVEN LOCATIONS ARE EXACT, CONFIRMATION OF EXISTENCE AND EXACT LOCATION Of ALL SERl/I.CES MUST 8E OBTAlNEI) FROI.! THE INDIVIDUAl.. UTlUTIES BEFORE PROCEEDING WITH CONSTRUCTION, THE CONTRACTOR SHAll. CHECK AND \£R1FY Ali. DIMENSIONS AND UTlUrY lOCATlOOS AND REPORT All ERRORS AND OMISSiONS PRIOR TO COMMENCING \IDRK. DESCRIPTION OF PROPERlY w~rrs, AND EXISTING MlO/OR PROPOSED fEATURES R£lA11VE TO lllESE Ut.lrTS IS SHOWN ON mls DAAWfNG DO NOT

I

I I

.i j, i , 1

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REPRESENT A LEGAL SUR'IE'f. WSP CANADA lNC. MAKES NO REPRESOOATIOO OR GUARAN'lEE ~"l "

THAT mE PROPERTY UMIT INFURl.!A11{JN IS ACCURATE, WSP ~ INC. ACCEPTS NO RESPONSIBIUlY FOR />ffl M.!AGES, SUFFERED BY mf THIRD PARTY AS A RESULT OF DECISIONS OR ACTIONS lYSED ON THIS DRAWING,

ISSUED FOR - R~SIDN:

2016/04/19 ISSUED FOR TENDER A 2016/04/01 ISSUED FOR CLIENT REVIEW

~ RE DATE DESCRIPTION

PROJECT NO: DATE:

1 51 -11 353 -00 2016/04/01 ORIGINAL SCALE:

DESIGNED BY:

IF TH~ BAR IS NOT 25mm LONG, ADJUST

YOUR PLOmNG SCAlE.

RMN DRAWN BY:

RMN CHECKED BY:

MPM / WHB 25mm

DISCIPlJNE:

PROCESS 11TI.E:

SAGE PLACE LIFT STATION CONCRETE PADS, HATCH COVER,

ADDITIONAL FENCE DETAILS

SHEET NUMBER:

P02 13 OF 15

ISSUE:

ISSUED FOR TENDER DATE OF: 2016/04/19

REV

o

, .

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i I , ' I I , i

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, : i

I

I , r-----1

, ~-

REMOVE EXISTING PANEL -----J-l.

-----1

! EXISTING 1500 VENT

L--- ___ . __

REORIENT AS SHOWN---f-------I

o / \

/ \ / \ [ /

/ /

\ \

\

-~, ~--- - --------- --------~-------- ------------

RELOCATED PANEL (FROM SAGE PLACE LS)

EXISTING 1500 FORCEMAIN-

o

.. ,.~

o '(. .j'

,,,', -;:..~ \ EXISTING 2500 DIA. INFLUENT PIPE

TOP OF STATION EL. 244,66

FORCE MAIN INV. EL. EL.241,59

----,LAG PUMP START EL. 239.37

INFLUENT PIPE INV. EL.238.69

----,LAG PUMP START EL.238.67 ~

LEAD PUMP START EL. 238.49

PUMPS STOP EL. 237.55

STATION FLOOR EL.237.20

PLAN SCALE 1:25

EXISTING HATCH COVER, TO REMAIN, TYP. OF 2

--

o I r.\"'ntJNfl

EL. 244.51 ",'-- - r- - r- 1-: .. '.

r~ . " . ,- ,

, -'

- , , , ,

,;/

=r L

..' ,- if--+++-I------j

1'/ I/~c;

f;~' .:Ci

I,---~-tl:tt--tlt--tl",-, :>'t--- FUI FElX(lIIR31[1.E F BLOWER LINE ;'- TO REMAIN ;:;-;:::...

i'~:. ~ i ",~,

I" :~, 1--- :-,'

li:I,' ;

Hif-HH---f-C,~ :" +--~AIR RELEASE VALVE TO REMAIN JiQv'i1\

r,"; ~ I> ,-I " '

dffl--t-:~ '--EXISTING FLOATS I{'. TO BE INTEGRATED WITH THE , , NEW CONTROL SYSTEM

i'r'c' -+---100 X 150 ELBOW INCREASER V V, TO REMAIN, TYP, OF TWO ::,,'

/ ! " EFF1' }f]1<;,;: \//

d 2L ( ..•. '\ ==' V Ii :_:,

=b' '.co

1000 PLUG VALVE TO REMAIN, TYP. OF TWO @XD)

1000 HDL CHECK VALVE TO REMAIN, TYP. OF TWO @XD)

r-HI+-Il+--+:"~' '", .. +-- NEW ULTRASONIC LEVEL SENSOR

/ ! ,,-: ATTACH TO EXIST PLATFORM.

! -;<-, ,.' ! "- --i--t-i-1i------'--'----H,+--tlt--I.,

>" :! 1 l ~;_',::,',"_1, -1000 CI DISCHARGE RISER

..... :.! 0 i v:-/ TOREMAIN,TYP.OFTWO

~,: ... , 1 :) '_,'~' ,< d..

.' ;, " ,

:-~;

I,~::,'+' ,} ".';>:-':':'_ ,:~\, ,,'~-<-';~,-,~;(;_, ; ._.;\.~ ~~:7-'.:' .. ',:'-;.;..",.'f~~,-;,> .. ·{f.(.-,:,-.~,:, ./.-:.-~:>:/,~, ~:, >'''~.:~.:''

Ar.l=fl PUMP (FROM SAGE PLACE LS) MODIFIED TO SUIT BUCKTHORN LS INSTALLATION, TYP. OF 2

NORTH SECTION ELEVATION

SECTION B SCALE

-- -' -- .,--

, ' , ' '. .. , " 'f __

, , -

, Ii' ,

"

,"

-- , ".' ,

--- , , ,

~-

. ~. ;~

: :'.', ;,

1 :25

EXISTING BLOWER TO REMAIN----'

I I I I I

,-, I I

I I I I I I I I I I I I

EXISTING PANEL I TO BE REMOVED +----k~

c ) ,

X \

, '. ~ , ,

,

i I I I

EAST SECTION ELEVATION

I

, --,

~ "~' ,-::... "-"t'

\1': -;'·~·,"~--_r+TITn'~' -- NEW ULTRASONIC J " " ....

_, SENSOR, MOUNTED FROM -- - ,"-- PLATFORM

," ~ ,.

I+++l+f+-f-f-I-+j-HI HtHtl-ttftH fH--lttt-ltt-H+1tf -- -- --{ , ", ('

'-----~m H+H-+++++H .~" .-. , , ....

.i 'I I' . !" ,. . . " .~"

-, Ii'." , ---/,:~.\./t-

REMOVABLE GRATING TO REMAIN

EXISTING 18000 DIA. CONCRETE WET WELL

.' ~,. ~I+ ____ ,J-Ww-, "' __ - ;:--\~ _;.,~_ ;' .? \, ,:..... • I

'.'. .;': ""' REMOVABLE BAR SCREEN TO REMAIN

EXIST. PLATFORM SCALE 1 :25

EXISTING CONCRETE PAD r 1285

i-I

-I FiT - rt Tl -rr -III -1-1 N L_~I ~-I- I-t- =.1--t---+--L-I-"'+--_'-r---JiI"

I II II II ~ 15M DOWEL,

TYP.OF4

~ EXISTING BARREL

~-il-IIH

I I I I I --L=r+D

PLAN

15M DOWEL INTO EXISTING BASE OR CONCRETE BARRE; DRILL AND

GROUT WITH EPOXY GROUT

15M REINFORCING BARS, 300 O.C. BOTH WAYS, TOP AND BOTTOM

EXISTING GROUND

SECTION A

ELECTRICAL PANEL CONCRETE PAD VAR - 1 :25

, 1 / EXISTING 1500 FORCEMAIN

i EXISITNG LIFT STATION

,

RELOCATED PANEL SERVICE POLE /

EXISTING

FROM SAGE PLACE

/

EXISTING 2500 GRAVITY SEWER

15 METRES TO LOT BOUNDARY (BUCKTHORN DR.)

'\ '\ ,

'\ , '\

'\ EXISTING GRAVEL '\ DRIVEWAY '\

'\ , '\

'\ '\ ,

'\

LOT BOUNDARY

'\ , '\ , --~- ....

LAUREL BAY '\ ___ ~, ___ .~_.L-_ -~---- --~- --- ------~

,

SITE PLAN

i -I

i

----- ------ ----------------- ---- --- --------------------

LOCATION PLAN NOT TO SCALE

NOTES

1. THE EXISTING PUMPS SHALL BE REPLACED BY THE PUMPS (FLYGT CP3127.811) REMOVED FROM SAGE PLACE LIFT STATION. PRIOR TO THE REPLACEMENT, THE REMOVED PUMPS SHALL BE MODIFIED CHANGING THE IMPELLERS. PUMP VOLUTE, AND THE DISCHARGE OUTLET TO 100MM, IN ORDER TO ACHIEVE FLOW RATE OF 20 US AT 17.7M HEAD, WITHOUT INCREASING THE MOTOR RATED CAPACITY OF 7.SKW. THE EXISTING MOTOR DRIVES SHALL BE RETAINED .

2. THE MODIFICATION SHALL INCLUDE INSPECTION OF THE PUMP. REPLACEMENT OR REPAIR OF OTHER PARTS, (BEARING, SEALS, WIRE) ARE NOT ANTICIPATED IN THE DRAWINGS OR SPECIFICATIONS BUT MAY BE NEEDED TO MAKE THE PUMP IN GOOD OPERATING CONDITION. ANY EXISTING FLUSH VALVE SHALL BE CLOSED ORE PLUGGED. ADDITIONAL COSTS WOULD BE SUBJECT TO CHANGE ORDER AND PRIOR APPROVAL BY THE OWNER.

3. A NEW CONCRETE PAD FOR THE ELECTRICAL PANEL SHALL BE CONSTRUCTED AS SHOWN ON THE DRAWINGS. PROPER ELECTRICAL CONDUITS SHALL BE INSTALLED TO MATCH THE PANEL AS PER THE ELECTRICAL SPECS.

4. THE ELECTRICAL PANEL REMOVED FROM SAGE PLACE LIFT STATION, INCLUDING THE SUPPORTS SHALL BE INSTALLED AT THE BUCKTHORN LIFT STATION. THE PANEL SHALL BE INSPECTED BEFORE INSTALLATION BY LICENSED ELECTRICIAN TO CERTIFY THAT THE BREAKERS AND CONTACTORS ARE IN GOOD WORKING CONDITION. THE REST OF THE PANEL SHALL BE INSPECTED FOR ANY DEFICIENCY THAT MAY BE DISCOVERED.

5. THE INSTALLED PANEL SHALL BE ENERGIZED THOUGH NEW SERVICE CONNECTION. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS.

6. THE EXISTING PUMPS SHALL BE REMOVED AND REPLACED WITH THE MODIFIED UNIT, ONE AT A TIME. THE CONTRACTOR SHALL MAKE PROVISION TO ENSURE THAT THE SERVICE WILL CONTINUE, AND ANY INTERRUPTIONS HALL NOT RESULT TO SEWER BACKUP TO THE COMMUNITY.

7. THE ELECTRICAL WIRING SHALL BE INSTALLED IN THE NEW ELECTRICAL CONDUITS.

8, THE MODIFIED PUMPS ARE EXPECTED TO MATCH THE EXISTING ELBOW DISCHARGE/PUMP BASE AND GUIDE RAILS. THE PROPOSED REPLACEMENT PUMPS WOULD HAVE INCREASED LONG DIMENSION BUT STILL BE WITHIN THE HATCHWAY DIMENSION. THE CONTRACTOR SHALL VERIFY CONDITION OF THE EXISTING PUMP BASE PRIOR TO COMMENCEMENT OF WORKS .

9. THE CONTRACTOR SHALL INSPECT THE EXISTING LADDER FOR SUITABILITY OF USE DURING CONSTRUCTION.

10.ALL EXISTING EQUIPMENT SUCH AS VALVES, FLOATS, FILTER, PLATFORM, AND PIPING SHALL BE RETAINED. THE CONTRACTOR SHALL TAKE MEASURES NOT TO DAMAGE THESE EQUIPMENT.

11. THE EXISTING CHECK VALVES, PLUG VALVES AND AIR RELEASE VALVE SHALL BE INSPECTED FOR PROPER OPERATION. REPORT ANY NON-OPERABLE OR DAMAGED EQUIPMENT OR PIPING TO THE ENGINEER.

12. PROVIDE NEW ULTRASONIC SENSOR FOR THE PUMP OPERATION CONTROL.

13. THE SETTING OF THE LEVEL CONTROLS SHALL BE SET AS SHOWN ON THE DRAWING.

14. THE CONTRACTOR SHALL CONDUCT DRAW DOWN TESTS WITH TWO TRIALS PER PUMP.

.'

CONSULTANT:

SEAL:

WSP 1600 BUffALO PLACE WINNIPEG, MANITOBA

CANADA R3T 688 PHONE: 204-477-6650 FAX: 204-474-2864

WWW.WSPGROUP.COM

Canada

CertifK:"te of Authorilation

WS? Canada nc. No. 5750 Dat., AprI19, 2016

CUENT,

R,M. OF SPRINGFIELD

CUENT REF. ,: CUENLREFERENCL# PROJECT:


KEY PlAN,

OISClAJMER, COPYRIGHT: THIS DRAYIlNG AND DESJGN IS COPYRIGHT PROTEClEO Vi}lJCH SHAll. NOT BE usm, REPROOUCEO OR REVISED YIllHOOT 'Ml'ITIEN PERNISSlOtl BY WSP CANADA 1NC. LOCATION OF UNDERGROUND STRUCTURES I>S SHOWN ARE BASED ON ruE BEST INfORMAllON AVAIlABlE Bur NO GIJAIWflEE IS GIVEN THAT All EXISllNG lJIIUTlES ARE SHO\IIN OR THAT THE GIVEN lOC-\TIONS ARE fXACT. CONFIRMATION OF EXISTENCE AND EXACT lOCAliON OF AU. SffiVICES MUST BE OBTAINED FROM WE INOMDUAL um.mES BEFORE PROCEEDING ¥tml CONSTRUCTION. iliE CONTRACTOR SHAU. CHECK ANO "I£R!fY AlL DIMENSIONS AND unulY LOCATIONS AND REPORT All ERRORS AND OMISSIONS PRIOR TO COMMENCING WORK. DESCRIPllON OF PROPERlY UMITS, AND EXISTING AND/OR PROPOS£D fEATURES RElATIVE TO THESE UM!TS }S SHOWN ON lHlS DRAWING 00 NOT REPRESENT A LfGAl SURVEY. WSP CANADA INC. t.W<ES NO REPRESENTATION OR GUARANTEE THAT THE PROPERlY UMIT !NFORMAllON !S ACCURATE. YlSP CANADA lNC. ACCEPTS NO RESPONSIBIUTY FOR AN'( OAWIGES. SUfFERED BY AN'( THIRD PARlY }S A RESULT Of DECISIONS OR ACllONS B.ASEO ON rnls DRAWING.


2016/04/19 ISSUED FOR TENDER A 2016/04/01 ISSUED FOR CLIENT REVIEW

IS RE DATE PROJECT NO,

151-11353-00 ORIGINAl SCA!.£,

OESCRIPTION

OATE:

2016/04/01

DESIGNED !!t:


YOUR PLOITING SCAlE.

RMN DRAWN !!t:

RMN CHECKED !!t:

MPM 25mm

OISCIPUNE:

PROCESS

BUCKTHORN LIFT STATION UPGRADE SITE PLAN, LIFT STATION PLAN,

ELEVATIONS, SECTIONS, AND PANEL PAD DETAILS

SHEEr NUMBER:

P03 SHEEr ,: 14 OF 15

ISSUE: REV #

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GILLESPIE STREET

SEAL:


CANADA R3T 688 PHONE; 204-477-6650 FAX: 204-474-2864

WWW.WSPGROUP.COM

Canada

Certificat. of Authorization

WSP Canada Inc.

No.5750 Dat .. AprH 19, 2016

CUENT:

R.M. OF SPRINGFIELD

CUENT REf.

I , ,

1 L-_____________________________________________________________________ ~ PROJECT:

PLATFORM NOT SHOWN

.P. FOR EXISTING FLOATS

1500 VENT

SITE PLAN NOT TO SCALE

NOTES

1. THE CONTRACTOR SHALL SUPPLY TWO NEW PUMPS COMPLETE WITH APPROVED ELECTRICAL WIRING THAT CAN CONNECT TO THE EXISTING ELECTRICAL PANEL. THE PROPOSED PUMP MODEL IS FLYGT NP 3153 HT. 20 HP; NO BACKFLUSH VALVE.

2. THE EXISTING ELECTRICAL PANEL SHALL BE INSPECTED BY LICENSED ELECTRICIAN TO CONFIRM THAT THE BREAKERS AND CONTACTORS ARE IN GOOD WORKING CONDITION AND HAVE ADEQUATE CAPACITIES TO SUPPLY THE POWER TO THE NEW PUMPS. THE REST OF THE PANEL SHALL BE INSPECTED FOR ANY DEFICIENCY THAT MAY BE DISCOVERED.

3. THE EXISTING PUMPS SHALL BE REMOVED AND REPLACED WITH THE NEW PUMP. ONE AT A TIME. THE CONTRACTOR SHALL MAKE PROVISION TO ENSURE THAT THE SERVICE SHALL CONTINUE AND SHALL NOT RESULT TO SEWER BACKUP IN THE SERVED SYSTEM.

4. THE ELECTRICAL WIRING SHALL BE INSTALLED IN THE EXISTING ELECTRICAL CONDUITS. IF THE CONTRACTOR IS NOT ABLE TO USE THE EXISTING CONDUITS. NEW CONDUITS MAY BE CONSTRUCTED WITHOUT ADDITIONAL COST. BORING THOUGH THE FIBERGLASS TANK TO INSTALL THE NEW CONDUIT SHALL BE DONE WITH CARE NOT TO DAMAGE THE TANK. THE JOINT WITH THE TANK SHALL BE SEALED WITH SEALING AGENT COMPATIBLE WITH FIBERGLASS MATERIAL. EXPANSION COUPLING SHALL BE PROVIDED BEFORE THE ENTRANCE TO THE ELECTRICAL PANEL.

5. THE NEW PUMP SHALL BE INSTALLED WITH REQUIRED ADAPTER/SPACER TO MATCH WITH THE EXISTING 150mm ELBOW /PUMP BASE. CONTRACTOR SHALL VERIFY SIZE OF ACTUAL ELBOW/PUMP BASES PRIOR TO START OF PUMP REPLACEMENT. THE 1500 SIZE IS BASED ON AS·BUILT DRAWING AND SHOULD BE CONFIRMED.

6. THE EXISTING GUIDE RAILS SHALL BE RETAINED. THEIR ALIGNMENT SHALL BE VERIFIED TO BE COMPATIBLE TO OPERATE WITH THE NEW PUMPS.

7. THE SETTING OF THE EXISTING FLOAT SWITCHES SHALL BE ADJUSTED AS SHOWN ON THE DRAWING.

8. ALL EXISTING EQUIPMENTS SUCH AS VALVES. FLOATS FILTER, PLATFORM AND PIPING SHALL BE RETAINED. THE CONTRACTOR SHALL TAKE MEASURES NOT TO DAMAGE EXISTING EQUIPMENT.

9. THE EXISTING CHECK VALVES. PLUG VALVES AND AIR RELEASE VALVE SHALL BE INSPECTED FOR PROPER OPERATION. REPORT ANY NON· OPERABLE OR DAMAGED TO THE ENGINEER.

10. THE CONTRACTOR SHALL CONDUCT DRAWDOWN TESTS WITH TWO TRIALS PER PUMP.

11. THE CONTRACTOR SHALL INSPECT THE EXISTING LADDER FOR SUITABILITY OF USE DURING CONSTRUCTION.


- R8/lSION:

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I I, i: 1 !

1--1-+-----1--------------1-1 : • •

PROJECT NO:

151-11353-00 ORIGiNAl SCAlf,

RMN DRAWN BY:

RMN CHECKED

TIllE:

PROCESS

DAm 201 h If." /lill

IF 1H1S BAR IS NOT 25mm LONG, ADJUST

YOUR PlOmNG SCAl£.

25mm

DUGALD LIFT STATION UPGRADE PLAN, ELEVATIONS, AND SECTION

DETAILS

SHEEr NUMBER:

P04 SHEET 15 OF 15

ISSUE:

o ISSUED FOR TENDER OATE OF: 2016/04/19

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