bruce road 33 realignment

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' ' I I g� !H 0 0 ,• o, l� J' " ,0 i� �: N ii i! ii / / - - ----------- --- --- ---- ---- - -- .' ·-• . @� 3.0m WIDE PAVED ACTIVE TRANSPORTATION ROUTE FROM GODERICH STREET TO SAUGEEN BEACH ROAD E -- \\ . ------ - =� ----- -- --------- - - - - @.- 3.0m WIDE PꜸED ACTIVE j TRANSPORTATION ROUTE FROM GODERICH STREET R.O.W. WIDENING _J t t TO SAUGEEN BEACH ROAD _;,) ---------� - , Y Y lX Y Y X Y _ X _ ' - --_--- _-_ o! 1 )" ' - - ) - \ - - - ---- - �' - . :� - - - = _ = _ - - - - -7 - ---�_ - _ - _ - _ - _- --- - - - - - _ r __ __ =-----==-- - -------- ' R.O.W. WIDENING --+ - - - - --------- ·- =��-=�- - --(_ --- - === = -� - ------� j /) -------- -- - , ----------- -------- = = - - = - - = = - - = - - = = == -- = -- �---- - --- ---- LAKE HURON I I I I I - -.__' - BRUCE COUN ROAD 25 \ I I I \.,. I r , I I {___j R.O.W. WIDENING R.O.W. WIDENING PROPOSED SIGNALIZED INTERSECTION OF BRUCE COUNTY ROADS 25 AND 33 NEW 1200mm0 STORM SEWER I / I /: _____ I I / I r -- 1 --- I I Iw • < I� , -+ - ---- -- - - IZ I I I l-1 I I a /Ci i ----- -� ---�- /i· - - - - I ,- - " 1 "\ , ' ___ ' W' ' ' ' 0, o- �' W' 1i I I I I I \ ,- " I' ' ,, ,, I NORTH AND SOUTH BOUND STOP CONTROLLED INTERSECTION NORTH BOUND STOP-CONTROLLED INTERSECTION @ . TORM SEWE ·. :5 YEAR DESIGN FLOW CRITERIA MAJOR STORM CONVEYANCE ON ROAD SURFACE TO WATERCOURSE I 1:100 YEAR STORM SEWER TO 1:5 YEAR STORM SEWER WITH SURCHARGED OUTLET TO ROAD SURFACE FOR OVERLAND CONVEYANCE OF MAJOR STORM FLOWS SOUTH BOUND STOP-CONTROLLED INTERSECTION w 0 w I I I NEW 750mm0 - NEW 1350mm0 SIGNALIZED INTERSECTION 1500mm0 STORM SEWER I I t I ( X ' ' UPGRADED SIGNALIZED INTERSECTION OF BRUCE COUNTY ROADS 25 AND 33 l r I ' ' I SOUTH BOUND STOP-CONT OLLED INTERS CTION I t w w ( l ' l ' ' I I l l r ' ' ' �- l l ' l ' T @ 3.0m WIDE PAV�O ACTIVE . TRANSPORTATION OUTE FROM GODERICH STRE�T TO SAUGEEN BEACH ROAD R 1:100 YEAR DESIGN FLOW C ITERIA NEW 1350mm0 EWER NEV/1somm0 STORM WER NEW 1200m- ' NEW 1200mm0 STORM SE ER, STORM SEWER �' NEW 1200mm0 STORMSEWER T ' 1 I I I I J LAKE RIDGE DRIVE 1:100 YEAR DESIGN FLOW CRITERIA NEW 600mm0 PERF. NEW 600mm0 PERF. r STORM SEWER Ww STORM SEWER • -�c".,,= Gw E E� g� 1 ; 1 1 ___ _ = · NEW 600mm0 PERF. STORM SEWER R.O.W. WIDENING LAND ACQUISITION BY COUNTY NEW 1050mm0 - N W 1200mmy / [ 1 :5 YEAR DESIGN FLOW CRITERIA _EW 900mm0 STORM SEWER =--!� O R M S EW E R �- N E W : O RM S E ; W E R ,�" E W 15 00 m : m 0 S T O RM S E W ' ; S / I T ORM SEWER RM EWER ! STORMsEWER , soRM SEWER / 1 ' o ( � - ---- --------------- ------------------ ---------- ------------------------------------------------------------------------------------------------ SCHEDULE A+ EA WITHIN EXISTING ROAD ALLOWANCES AND USING TRENCHLESS TECHNOLOGY FOR WATER COURSE CROSSINGS o �ANE URBAN ° Ro ----- -- -- - �-LA TW ' LANE URBAN GROS DIVESTRE FROM COUNTY TO TOW SECTION w AT TWO LANe URBAN CROSS SECTION ATR TAPER FIVE LANES TO TWO LANES DEVELOPED LEFT TURN LANE I I / / ,_ ' ',,_ •,, · v , , " ;, ' •, ' ' - . . SCHEDULE A+ EA ·,,_ I_ LOCAL 1:5 YEAR STORM / SEWER ON BLUFF TO PROVIDE WATER QUALITY TREATMENT / Q _ c _ _ ------ ! ; ! / _ . ------ - ' C 1 3 ! ---- �--�---- --- - -------- - NEW 450mm0 CULVERT i i ' - - '-- ! ii _ . } I - - . ' ' ''·- f /// /// ' /i / '� /// ,//1 i ------- - ', /<::�/- ' ,·' -, ' ' 1i/ I / '� - - -- --. - �--- -,� �/;�;// ! f, ! ' ' 0/ ' 0 " , r - , - .-,;/ // �, / ·. / / r N W 525mm0 STOR /,:;_./ ! 0 ! I / . , -- --- �-- " I I , 1 I 11 ' , ' ,,,' , ' 'I, '' ' , , ,' - / ;(/ // c o R o PO ��, ,, / V- - - - I ---� eRC-�- 30m WIDE RIGHT-OF-WAY LAND I --- --- ; ,: ,, ' o s 0 - ACQUISITION BY COUNTY. O I . •I ?R0° _ ,- --- - - E -- --- - -"O LANE RURAL CROSS SECTION WITH - _ - Ql PARTIALLY PAVED SHOULDERS ® ----------------- ---------- ----------------------------------------------------- ----- - =�=-----=========::::; _______ _ BRu 9 E I c o uN ROAD 25 -- l 1 @Fou LANE URBAN Rpss SECTION DEV LOPED LEFT TURN L E j SCHEDU E B EA w w w 0 I x l):)t . . ",'/ . ' ' ', I "t? CONpESSION - "'""""' , ,-!/ TAPER LLL;L ( I I I I LANE - - 6 SCHEDULE A+ EA WITHIN EXISTING ROAD ALLOWANCES AND USING TRENCHLESS TECHNOLOGY FOR WATER I __-- 0 G 1 c \ " c s ! 1 t 1� ol_e _ o _ _ _____ _ _ _ _ _ s _c_ H _ E _ D _ U _ LE _ B _ E _ A ( _<$_ 2_ . 4_ m ) _______ _ _____________ ___ _ �-- ·"o� NEW 7 5 ; S TOR , NEW 450mm0 STORM SEWER W 300 0 STORMSEW '" ER / �/ r\ p., - - ""', / - 1 . C \ \ - I - - I - ' - , - , - ,� NEW 900 m m. 0 STD M SEWER /" - - !, _ _ 'BAKER RO) ' _.· _ _ __ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ " :\'� ' ; �'�\ O - •, - �GO!SlT • , ; - - ,,• ' / - - // / / 1 ; - - -1, 11· � - - ·C - ' " x•/ , ' ' COURSE CROSSINGS I 1 :5 YEAR DESIGN FLOW CRITERIA Q --r r * / i ; i a i R 5 - /1/� --- J ' ,_ i -- - - - - - , / j .�• - - -- - - -', , ffi:,- - - - -- -- - _ _/ <� /�;/ ( I_, 1 1 I - - - - - - - - - ,I -; ; - - - - - - } > -! ! r - - - -- - �- - / _ ! , / / �, LOCATIONS TO ) c./ : . I ·-._ / / ____--� I , ·. ·, - / :' gr : Ei f _i DRIVEWAY _j BE RESOLVED g s I s I I ' - - --'Z ' j ;f : N :� �;,;: s; R SEW ER ,: - R 50 / I I , \ : : : I f ' / - - �: I ==�; 'I : ,, --i 11 i /�, I l l /��- _; ' ' / / "o / - - / 0 // . ' / / :f: / ./ ,/ NEW 600mm0 STORM SEWER -- , --- , -- - C EORGE S REET --- - SNYDER STREET : 1 : I I I o, --- 1 I �' I I 1/: ;/ / I / I I / _J I �, I / I I I • Q / I /Oi - - - - - -j � I I "· I I & I I I ;�/ - - ! � I 1 sl f / / .. - I !! I �------�--�--�-�--�--�--�--�-�--- ; $ I : - - I '; / ,-.. / I 1�1 / ' ·; 0 - 1g; �/ 101 w - - / / l! _ 131 R /�/ ii ! / - - - - - - - / I f: I ; , / / , I I @. i ' - ! I I I I I NEW 525mm0 CULVERT ; I I I I BOUNDARY OF LOCAL PLAN / SETILEMENT AREA BOUNDARY AS PER TOWN OF SAUGEEN SHORES LOCAL OFFICIAL PLAN 'j . " / ., / ' \ \ I / Master Plan - Re-align Bruce Road 33 to Intersect Bruce Road 25 at Future Bruce Street Location and Construct a New Storm Sewer on Bruce Road 25 to a New Outlet at Lake Huron 1 The Master Plan recommends that a new roadway be constructed to re-align BR33 to intersect BR25 at the future Bruce Street location. The intersection would be signalized with dedicated left turn lanes on each leg of the intersecting roads. : :�)BR25 would be upgraded to a four lane urban road section from Goderich Street to the future Bruce Street location with an additional dedicated eastbound lane and left tum lane at Goderich Street. BR25 west of the intersection with the future Bruce Street would be a four lane road section, tapering to a two lane urban section to Saugeen Beach Road. :::�)A multi purpose trail/active transportation route (ATR) is to be included on the north side of BR25, from Goderich Street to Saugeen Beach Road. ({'The Master Plan recommends the extension of a BR25 storm sewer system, to convey the 1:100 year design flow from the Goderich Street intersection, to the top of the bluff west of the Lake Range Road inteection. (�:;: : A storm sewer, sized to convey the 1 :5 year design flow, is recommended to be extended westerly from Lake Range Road to a new outlet at Lake Huron; in-line with BR25. :��';Flows in storm sewer may surcharge to watercourse west of Shipley Avenue to maintain "flushing flows" as per Fish Habitat and Aquatic Impact Assessment (2010). Flows in excess of the storm sewer capacity would surcharge to the road suace on BR25; draining westerly to the existing watercourse outlet west of Shipley Avenue. ( A storm sewer system, designed to convey the 1 :5 year design flows, is recommended within the Baker Subdivision. The system would maintain the existing outlet in-line with Baker Road, with a second, new outlet at the boat launch, in-line with George Street. These storm sewer systems are recommended to be installed at the same time as the planned sanitary sewer system. (�) A new 4-way intersection at Baker Road and Lake Range Road would be necessary with an easterly road extension to intersect with the new BR33 alignment. (�-BR25 west of Bruce Street would be divested from the Countyto the Town, BR33 south of BR25 to Lot 27 would be divested from the County to the town. (�q Basic ditching improvements, to improve drainage along BR33 to the Gore Drain, are recommended r the Master Plan. Plan ENGINEERING GUE I OWEN SOUND I LISTOEL I KITCHENER I EXETER I HAMILTON I GTA 12ao - 2ND AVENU E EAST, UNIT 1. OWEN S OUND, ON N4K 2J3 TEL. 619-376-1 .gmblueplan. S PN AL SOLU D COUNTY SA RDS 9 AND ! DRAWN8Y: KB. DESIGNED BY: A.C.W./J.8.S. S PLAN APPROVED BY; PROJECT NO.: DRAWING NO.: J.8.S. DATE: JULY2016 M-1552 SCALE: 1 :2,000 MP ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------

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Page 1: Bruce Road 33 Realignment

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BRUCE COUNTY ROAD 25 \ I I

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PROPOSED SIGNALIZED INTERSECTION OF BRUCE COUNTY ROADS 25 AND 33

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MAJOR STORM CONVEYANCE ON ROAD SURFACE TO WATERCOURSE

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1:100 YEAR STORM SEWER TO 1:5 YEAR STORM SEWER WITH SURCHARGED OUTLET TO ROAD SURFACE FOR OVERLAND CONVEYANCE OF MAJOR STORM FLOWS

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Master Plan - Re-align Bruce Road 33 to Intersect Bruce Road 25 at Future Bruce Street Location and Construct a New Storm Sewer on Bruce Road 25 to a New Outlet at Lake Huron

1 The Master Plan recommends that a new roadway be constructed to re-align BR33 to intersect BR25 at the future Bruce Street location. The intersection would be signalized with dedicated left turn lanes on each leg of the intersecting roads.

:::�)BR25 would be upgraded to a four lane urban road section from Goderich Street to the future Bruce Street location with an additional dedicated eastbound lane and left tum lane at Goderich Street. BR25 west of the intersection with the future Bruce Street would be a four lane road section, tapering to a two lane urban section to Saugeen Beach Road.

:::�)A multi purpose trail/active transportation route (ATR) is to be included on the north side of BR25, from Goderich Street to Saugeen Beach Road.

({'.The Master Plan recommends the extension of a BR25 storm sewer system, to convey the 1 :100 year design flow from the Goderich Street intersection, to the top of the bluff west of the Lake Range Road intersection.

(�:;::A storm sewer, sized to convey the 1 :5 year design flow, is recommended to be extended westerly from Lake Range Road to a new outlet at Lake Huron; in-line with BR25.

:��';Flows in storm sewer may surcharge to watercourse west of Shipley Avenue to maintain "flushing flows" as per Fish Habitat and Aquatic Impact Assessment (2010). Flows in excess of the storm sewer capacity would surcharge to the road surface on BR25; draining westerly to the existing watercourse outlet west of Shipley Avenue.

(7) A storm sewer system, designed to convey the 1 :5 year design flows, is recommended within the Baker Subdivision. The systemwould maintain the existing outlet in-line with Baker Road, with a second, new outlet at the boat launch, in-line with GeorgeStreet. These storm sewer systems are recommended to be installed at the same time as the planned sanitary sewer system.

(�) A new 4-way intersection at Baker Road and Lake Range Road would be necessary with an easterly road extension to intersect with the new BR33 alignment.

(�-;:BR25 west of Bruce Street would be divested from the Countyto the Town, BR33 south of BR25 to Lot 27 would be divested from the County to the town.

(�q;: Basic ditching improvements, to improve drainage along BR33 to the Gore Drain, are recommended for the Master Plan.

Plan ENGINEERING

GUELPI--I I OWEN SOUND I LISTOl'/EL I KITCHENER I EXETER I HAMILTON I GTA

12ao - 2ND AVENU E EAST, UNIT 1. OWEN S OUND, ON N4K 2J3 TEL. 619-376-1 EIOli www.gmblueplan.ca

MASTER PLAN OF ALTERNATIVE

SOLUTIONS FOR DRAINAGE

COUNTY OF BRUCE/ TOWN OF SAUGEEN SHORES

BRUCE ROADS 25 AND 33

DRAWN8Y:

KB.

DESIGNED BY:

A.C.W./J.8.S.

MASTER PLAN APPROVED BY; PROJECT NO.: DRAWING NO.:

J.8.S.

DATE:

JULY2016

M-1552

SCALE:

1 :2,000 MP '------------------------------------------------------------------------------------------------------------------------------------------------------------------'------'------'------'------'

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Phase 1 Phase 2 Phase 3 Phase 4
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2019 2020 2021 2022
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Road Work
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